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SAHC 2021 12th INTERNATIONAL CONFERENCE ON STRUCTURAL ANALYSIS OF HISTORICAL

CONSTRUCTIONS Barcelona, 29-30 Sep - 1 Oct, 2021

25th anniversary edition

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PREFACE

TOPICS

KEYNOTE LECTURERS

SPONSORSHIP PRESENTATION

KEYNOTE STREAMING SESSIONS

RECORDED SESSIONS

ORGANIZING COMMITTEE

SCIENTIFIC COMMITTEE

REVIEW PANEL

SUPPORTING ORGANIZATIONS

SPONSORS

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PREFACE

The International Conference on Structural Analysis of Historical Constructions (SAHC) was first celebrated in Barcelona in 1995, followed by a second edition also in Barcelona in 1998. Since then, nine subsequent editions have been organized in different countries of Europe, America and Asia. The SAHC conference series is intended to offer a forum allowing engineers, architects and all experts to share and disseminate state-of-art knowledge and novel contributions on principles, methods and technologies for the study and conservation of heritage structures. Through all its successful past editions, the SAHC conference has become one of the topmost periodical opportunities for scientific exchange, dissemination and networking in the field.

During the last decades the study and conservation of historical structures has attained high technological and scientific standards. Today’s practice involves the combination of innovative non-destructive inspection technologies, sophisticated monitoring systems and advanced numerical models for structural analysis. More than ever, it is understood that the studies must be performed by interdisciplinary teams integrating wide expertise (engineering, architecture, history, archeology, geophysics, chemistry…). Moreover, the holistic nature of the studies, and the need to encompass and combine the different scales of the problem –the materials, the structures, the building aggregates, and the territory – are now increasingly acknowledged. Due to all this, the study of historical structures is still facing very strong challenges that can only be addressed through sound international scientific cooperation.

Taking these ideas in mind, the 12th edition of the SAHC conference aimed at creating a new opportunity for the exchange and discussion of novel concepts, technologies and practical experiences on the study, conservation and management of historical constructions.

The SAHC 2021 conference has been possible thanks to the large contribution of the scientific committee and reviewer panel who took care of selecting and reviewing the papers submitted. The contribution of the different sponsors and supporting organizations is also acknowledged. Above all, the conference has been possible thanks to all the authors who have contributed with very valuable papers despite the difficulties caused by the world pandemic. New editions of the conference are already planned in normal face-to-face formats which, in the upcoming years, will provide new opportunities for sharing valuable knowledge and experience on structural conservation, as well as for keeping alive and fulfilling the purpose and aims of the SAHC conference series.

The Organizing Committee

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TOPICS

Studies and Conservation of 20th c. architectural heritage History of construction and building technology Inspection methods, non-destructive techniques and laboratory testing Interdisciplinary projects and case studies Management of heritage structures and conservation strategies Numerical modeling and structural analysis Repair and strengthening strategies and techniques Resilience of historic areas to climate change and hazard events Seismic analysis and retrofit Structural health monitoring Vulnerability and risk analysis

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KEYNOTE LECTURERS

Katrin Beyer, École Polytechnique Fédérale de Lausanne, Switzerland

“Seismic assessment of stone masonry buildings – from shake table tests on entire buildings to detailed micro-models of isolated elements”

Katrin Beyer is Associate Professor at the École Polytechnique Fédérale de Lausanne (EPFL) in Switzerland and head of the Earthquake Engineering and Structural Dynamics Laboratory (http://eesd.epfl.ch). After completing her undergraduate studies at the Federal Institute of Technology in Zurich (ETHZ), she worked for two years for the consulting firm ARUP in London, UK, on projects related to structural dynamics, impact and seismic analysis. She received her PhD from the University of Pavia, Italy. Her research interests include the seismic behaviour of reinforced concrete walls and of unreinforced masonry structures and large-scale structural testing. She is associate editor of the Bulletin of Earthquake Engineering and member of the editorial board of Earthquake Spectra, two of the major journals in her field, and since 2018 a member of the executive committee of the European Association for Earthquake Engineering. She is responsible for the revision of the masonry section within the European seismic design code EC8-Part 1 and was the recipient of the Melbourne School of Engineering & IT Visiting Fellowship (2017). She is an advocate of open science, publishing next to manuscripts also relevant experimental data and models (https://eesd.epfl.ch/data_sets/). Since September 2017, she is the chair of the Open Science Strategic Committee at EPFL.

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Giorgia Giardina, Delft University of Technology, Netherlands

“Integrating remote sensing and structural modelling for the assessment of historic heritage”

Giorgia Giardina is assistant professor at the Civil Engineering and Geoscience faculty of the Delft University of Technology. Giorgia’s research aims at increasing urban resilience through the evaluation of buildings and infrastructure vulnerability. By integrating remote sensing data, experimental testing and computational modelling, she analyses the response of existing structures to urbanisation, earthquakes and climate change effects. Her research interests include remote sensing and computational modelling, risk and damage assessment, heritage protection, seismic vulnerability, tunnelling and underground excavations, and settlement-induced structural damage. Prior to joining the TU Delft, Giorgia was a lecturer at the University of Bath, a visiting professor at the NASA Jet Propulsion Laboratory, a research associate and a Junior Research Fellow at the University of Cambridge, where she was awarded a Leverhulme Early Career Fellowship. She is a member of the International Scientific Committee on the Analysis and Restoration of Structures of Architectural Heritage (ISCARSAH) committee, an associate scientist at the 4TU Centre for Resilience Engineering (4TU RE) and a member of the Heritage Under Threat group at the Centre for Global Heritage and Development (CGHD).

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Mariapaola Riggio, Oregon State University, USA

“Assessment and monitoring of historical timber construction: techniques, approaches and opportunities”

Mariapaola Riggio has a MS in Architecture from the University of Florence and a PhD in Structural Engineering from the University of Trento, Italy. Faculty at Oregon State University since 2015, Dr. Riggio has an established reputation among the international scientific community, as an expert in timber buildings assessment. This reputation is built upon 15 years of involvement in international projects and organizations, such as ISCARSAH-ICOMOS (International Scientific Committee on the Analysis and Restoration of Structures of Architectural Heritage) and RILEM (The International Union of Laboratories and Experts in Construction Materials, Systems and Structures), to advance scientific knowledge related to the use of wood in the built environment and encourage transfer and application of this knowledge.

She has served as working group leader in research networks, such as the COST Action - European Cooperation in Science and Technology, FP1101 “Assessment, Monitoring and Reinforcement of Timber Structures” (concluded in 2015). Evidence of her impacts includes: publication of 4 book chapters and 26 scientific papers, 6 of which published as state of the art reports and technical guidelines in peer-reviewed journals, and serving as Guest Editor for 3 journal special-issues on assessment and monitoring of timber structures.

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Belén Riveiro, University of Vigo, Spain

“Laser Scanning and its growing applications in structural engineering: from 3D modelling to automated BIM generation of large structures”

Belén Riveiro is an Associate Professor of Structural Engineering at the University of Vigo (Spain) since 2012. She holds a MSc in Construction Engineering (2015), MSc in Forestry Engineering (2006) and a PhD in Environmental Engineering (2011). She has been an Associate Professor in Geomatics at Newcastle University (UK) in 2011-12, and was a postdoctoral visiting research fellow at the University of Minho (2012 and 2014), the University of Cambridge (2015) and at Delft University of Technology (2016). Her research is focused on the application of remote sensing technologies in structural engineering for the automated modelling, inspection and material characterization using inverse analysis procedures. She has been principal Investigator in several research and innovation projects (at national and international level) and coordinator of a European action on the resilience of transport infrastructure to extreme events (within the H2020 Framework Program). She has published more than 80 research papers in SCI-JCR journals. She is co-author of 9 patents and has supervised 7 PhD thesis. She is Associate Editor of Remote Sensing (MDPI), and Secretary of the ISPRS WGII/10 3D Mapping for Environmental & Infrastructure Monitoring for the period 2016-2022.

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Jose M. Adam, Polytechnic University of Valencia, Spai

“Fatigue assessment of old riveted railway bridges: in-situ monitoring and laboratory testing of a real bridge”

Jose M. Adam is Professor at the Universitat Politècnica de València (www.upv.es), where he is engaged in teaching in the Civil Engineering School and the Department of Construction Engineering. He is member of the Concrete Science and Technology Institute - ICITECH (www.icitech.upv.es) and co-founder and partner of the spin-off company Calsens (www.cal-sens.com). Before joining the Universitat Politècnica de València in 2005, he worked as structural engineer and was involved in the design and construction of many large projects.

Prof. Adam’s research is devoted to resilient building structures, structural failures, strengthening, retrofitting and structural assessment. He is the author of over 60 papers in high-impact international journals and has participated in several research projects funded through competitive calls for a total of more than 5 million euros. One of his most significant recent achievement is the award of a Leonardo Grant by the BBVA Foundation for innovative ideas by relevant researchers. These grants are Spain’s most competitive awards with a success rate below 3%.

He is Editor of Construction and Building Materials (Elsevier), Associate Editor of the Journal of Performance of Constructed Facilities (ASCE) and collaborates with five international journals as Editorial Board Member. Prof. Adam has been editor-organizer of six international conferences.

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Paulo B. Lourenço, University of Minho, Portugal

“Resilience and cultural heritage buildings: earthquakes, blast and others”

Paulo B. Lourenço is Full Professor at the Department of Civil Engineering, University of Minho, Guimarães, Portugal since 2006. He received his degree in Civil Engineering at University of Porto in 1990 and his PhD in Civil Engineering at Delft University of Technology in 1996. He has been the Co-Head of the Institute in Sustainability and Innovation in Structural Engineering since 2007 and the Co-Head of the Institute for Bio-Sustainability since 2013. He is experienced in the fields of non-destructive testing, advanced experimental and numerical techniques, innovative repair and strengthening techniques, earthquake engineering, and structural masonry. He is specialist in structural conservation and forensic engineering, with work on more than one hundred monuments and existing buildings, including 7 UNESCO World Heritage sites. He has been the leader of the Project Team responsible for the revision of Part 1 of the European code for masonry (EN 1996-1-1). He is the coordinator of the Advanced Masters on Structural Analysis of Monuments and Historical Constructions (SAHC) since 2007, with alumni from 70 countries and Europa Nostra Award in 2017. He is co-editor of the International Journal of Architectural Heritage and co-advisor of the Conference Series on Structural Analysis of Historical Constructions. He has supervised more than 50 PhD theses and coordinate multiple national and international research projects. He has been just awarded an Advanced ERC Grant of 3.0 M€ to develop an integrated seismic assessment approach for heritage buildings.

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Pere Roca, Polytechnic University of Catalonia (UPC-BarcelonaTech), Spain

“The new ICOMOS / ISCARSAH Guidelines for the Analysis, Conservation and Structural Restoration of Architectural Heritage. New concepts and approaches”

Pere Roca is Professor at the School of Civil Engineering of Barcelona, Technical University of Catalonia (UPC) since 2000. He is lecturer, researcher and consultant on building structures. He obtained his degree in Civil Engineering in 1985 and his Ph.D. in 1988 at UPC. His research is oriented to structural analysis, non-destructive and minor-destructive inspection, structural monitoring, seismic evaluation, and strengthening with focus on existing structures. A significant part of his research has been devoted to the development of criteria and tools for the conservation of monuments and historical structures.

He has participated in a large number of national and international research projects, and has supervised 18 PhD theses. He is an active member of the ICOMOS International Scientific Committee on Analysis and Restoration of Structures of Architectural Heritage (ISCARSAH), which he chaired during 2005-2008. He is lecturer of the Advanced Masters on Structural Analysis of Monuments and Historical Constructions (SAHC). He is co-editor of the International Journal of Architectural Heritage since 2007 and co-advisor of the Conference Series on Structural Analysis of Historical Constructions. He has been consultant in over 100 case studies on existing and historical structures, including Romanesque and Gothic churches and cathedrals, medieval bridges and Modernist buildings. He has collaborated in the study of 9 UNESCO World Heritage buildings.

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Enrico Spacone, University G. d’Annunzio of Chieti Pescara, Italy

“Recent applications of nonlinear analyses to unreinforced and strengthened masonry buildings”

Enrico Spacone is a Professor of Structural Engineering in the Department of Engineering and Geology of the University G. d’Annunzio of Chieti Pescara, Italy. He received his undergraduate degree in Civil Engineering at University La Sapienza of Rome in 1987 and his MS and PhD in Civil Engineering at the University of California, Berkeley in 1990 and 1994, respectively. In 1995 he joined the University of Colorado, Boulder, where he was first Assistant and then Associate Professor in the Department of Civil, Architectural and Environmental Engineering. He was head of the Department of Engineering and Geology at the University of Chieti-Pescara, where he also served for six years in the University Academic Senate.

His early research work dealt with modeling of reinforced concrete structures under severe ground motions. His work later extended to a wide range of applications of nonlinear analyses to different structures (notably strengthened reinforced concrete structures, raw earth and masonry buildings, both historical and new). Among other topics, he is currently working on the seismic vulnerability assessment at the urban level. The presentation will focus on recent applications of distributed plasticity models to the study of the nonlinear response of unreinforced and reinforced masonry. Ongoing studies and correlations with more advanced models will be presented.

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LIVE SESSIONS

(*) Central European Time

CET TIME (*)

Wednesday, September 29, 2021 Thursday, September 30, 2021 Friday, October 1, 2021

15:15 CONFERENCE OPENING SESSION OPENING SESSION OPENING SESSION KEYNOTE SESSION 1 KEYNOTE SESSION 2 KEYNOTE SESSION 3

15:30 Seismic assessment of stone masonry buildings – from shake tables tests on entire buildings to detailed micro-

models of isolated elements

Assessment and monitoring of historical timber construction: techniques, approaches and opportunities

Integrating remote sensing and structural modelling for the assessment of historic heritage

Katrin Beyer Mariapaola Riggio Giorgia Giardina

École Polytechnique Fédérale de Lausanne, Switzerland Oregon State University, USADelft University of Technology, Netherlands

16:00Fatigue assessment of old riveted railway bridges: in-situ monitoring and laboratory testing of a real bridge

Resilience and cultural heritage buildings: earthquakes, blast and others

The new ICOMOS / ISCARSAH Guidelines for the Analysis, Conservation and Structural Restoration of

Architectural Heritage. New concepts and approaches.

Jose M. Adam Paulo B. Lourenço Pere Roca

Polytechnic University of Valencia, SpainUniversity of Minho, Portugal

Technical University of Cataloni, Spain

16:30 Break Break Break16:45 Laser Scanning and its growing applications in

structural engineering: from 3D modelling to automated BIM generation of large structures

SPONSORSHIP SESSIONRecent applications of nonlinear analyses to

unreinforced and strengthened masonry buildings

Belen Riveiro

(contibutions by ASDEA, CALSENS, KERAKOLL and STADATA, 2SI, IRS-MeasureIT Enrico Spacone

University of Vigo, Spain University G. d’Annunzio of Chieti Pescara, Italy17:15

Q&A and live discussion on Inspection methods, non-destructive techniques and laboratory testing;

Structural health monitoring; Repair and strengtehning strategies and techniques.

Q&A and live discussion on History of construction and building technology; Studies and conservation of 20th c.

heritage; Management of heritage structures and conservation strategies; Interdisciplinary projects and

case studies

18:15 CLOSING SESSION Break CONFERENCE CLOSING SESSION18:30

Q&A and live discussion on Seismic analysis and retrofit; Vulnerability and risk analysis; Resilience of historic areas

to climate change and hazard events.

19:30 CLOSING SESSION

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RECORDED SESSIONS

S01 - Inspection methods, non-destructive techniques and laboratory testing (1)

645 Evaluation of the Behaviour of Lime and Cement Based Mortars Exposed at Elevated Temperatures V. Pachta, M. Stefanidou

992 Characterization of Historic Mortars for Compatible Restoration: Case study of South Africa M. E. Loke, K. Pallav, R. Haldenwang

1160 Experimental Investigation of Scarf Joint of ‘Lightning Sign’ in Bending A. Karolak, C. Jasienko

529 Salt Contamination of Wooden Materials: the Case of Trondheim (Norway) Warehouses C. Bertolin, M. Strojecki, L. de Ferri, G. Grottesi, A. M Siani

553 Experimental Campaign on the Use of the Flat Jack Test in Cob Walls A. Jimenez Rios, M. Grimes, D. O Dwyer

558 Non-Destructive Techniques for Characterising Earthen Structures E. Bernat-Maso, E. Teneva, L. Mercedes, L. Gil

578 Methodologic Evolution Assessment of Large Deformations on Romanesque Masonry in Val d‘Aran (XII-XIII centuries), Spain J. Lluis i Ginovart, M. Lopez-Piquer, C. Lluis-Teruel

582 Influence of Moisture Content on the Application of ND and MD Tests to Various Species of Timber Elements

M.R. Valluzzi, F. Casarin, L. Scancelli, M. Drdacky, M. Kloiber, J. Hrivnak

583 Testing Calibration Issues in Resistance Drilling Applied to Timber Elements F. Casarin, L. Scancelli, M.R. Valluzzi, E. Bozza

615 Data Acquisition, Management and Evaluation for Stone Conservation Projects with Digital Mapping S. Vetter, G. Siedler, J. Kaminsky

639 Mechanical Characterization of Traditional Masonry in an Homogeneous Territory: Valtellina M. Sala, D. Foppoli, S. Della Torre

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S02 - Inspection methods, non-destructive techniques and laboratory testing (2)

654 Quality and Strength Assessment of Butt Welds in Poland’s Oldest Welded Railway Bridges B. Wichtowski, J. Holowaty

659 Towards a Methodology for Use of Sonic and Ultrasonic Tests in Earthen Materials

R. Martini, J.D. Rodriguez-Mariscal, J. Carvalho, M. Solís, H. Varum

721 Non-Destructive Documentation Methods for Future Seismic and Damage Analysis of Modern Heritage Buildings using Contemporary Tools S. Rajabzadeh, M. Esponda, L. Cordero Espinosa

727 Pathological and Structural Health Assessment of a Residential Building in Lota, Chile M. Chavez, F. Macaya, E. Nuñez, C. Oyarzo

780 Investigation of Rubble-Masonry Wall Construction Practice in Latium, Central Italy

O. AlShawa, G. De Canio, G. de Felice, S. De Santis, S. Forliti, D. Liberatore, D. Mirabile Gattia, S. Perobelli, F. Persia, L. Sorrentino

787 Using the Ultrasonic Tomography Method to Study the Condition of Wooden Beams from Historical Building M. Zielinska, M. Rucka

861 Characterization of Cracks in Historical Buildings Using Image Processing Techniques P. Porcel, B. Castaneda, R. Aguilar

907 The State and Condition of Historical Buildings Located on Partisan Hill in Wroclaw A. Hola, J. Hola, L. Sadowski, J. Szymanowski

920 The NDT Investigations Carry out at the Arudj Cathedral, Armenia S. Tonna, M. Cucchi, C. Tedeschi

932 Experimental Investigation on the Torsion-Shear Behaviour at the Interfaces of Interlocking Masonry Block Assemblages C. Casapulla, E. Mousavian, L.U. Argiento, C. Ceraldi

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S03 - Inspection methods, non-destructive techniques and laboratory testing (3)

955 Laboratory and In-Situ Characterisation of Masonry Materials in a Large Historical Industrial Building in Barcelona A. Cabané, L. Pelà, P. Roca

1014 Non-Destructive Assessment of the Adhesion at the Interface Between FRCM Reinforcements and Masonry Substrates by Non-Linear Ultrasonic Technique

A. Castellano, A. Fraddosio, T. Kundu, M.D. Piccioni

1065 Modal and Structural Identification of a Multi-Span Masonry Arch Bridge P. Borlenghi, A. Saisi, C. Gentile

1147 Effect of Geometrical Imperfections on the Response of Dry-Joint Masonry Arches to Support Settlements C. Ferrero, M. Rossi, P. Roca, C. Calderini

1149 Dynamic Identification of Damage in Brick Masonry Walls S. Ivorra, D. Bru, I. Gisbert, F.J. Baeza, B. Torres, D. Camassa

1170 Comparison Between Investigation Techniques for the Evaluation of the Compressive Properties of Brick Masonry Structures F. Ferretti, A. Incerti, C. Mazzotti

1195 Stiffness Changes due to Static Loading of a Brick Arch J. Bayer, S. Urushadze, J. Witzany

1217 Compressive Behaviour of Bonded Brickwork Wallettes with Various Thicknesses: Experimental and Numerical Verification J. Thamboo, M. Asad, T. Zahra

834 Monitoring Deformations of a Wooden Church Tower by Laser Scanning

L. Truong-Hong, R. Lindenbergh, P. Woudenberg, W. Gard , J.-W. van de Kuilen

707 Point-Load Test Assessment as Study of Adobe Buildings Damaged after the 2017 Puebla Earthquake A. Sanchez, E. M. Alonso , J. A. Bedolla

1107 Structural Performance and Durability Issues of Vernacular Schist Masonry C.E. Barroso, D.V. Oliveira, L.F. Ramos

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S04 - Numerical modeling and structural analysis (1)

1016 A Machine Learning Model for the Determination of Macro-Scale Masonry Properties based on a Virtual Laboratory at Micro-Scale P. Kalkbrenner, L. Pelà, R. Rossi

546 Combined Shear-Flexural Verification of in Plane Loaded Reinforced and Unreinforced Masonry Walls A. Benedetti, M. Tarozzi, L. Benedetti

571 Numerical Analysis of Historical Reinforced Concrete Shell P. Knez, P. Tej, J. Kolisko

595 A Constitutive Model for Rubble Masonry Allowing for Spread Micro-Cracks and Localized Macro-Cracks M. Scamardo, A. Franchi, P.G. Crespi

608 Study on Seismic Performance Evaluation of Modern Wooden School Buildings in Japan M. Miyamoto

617 In-plane Behaviour of an Iron-Framed Masonry Façade: Comparison between Different Modelling Strategies

T. Celano, L. Argiento, B. Panto, F. Ceroni, C. Casapulla, I. Calio, P.B. Lourenço

618 Structural Performance Evaluation of Column-Nuki Connection in Traditional Japanese Wooden Buildings S. Murai, M. Miyamoto

644 Numerical Study of Out-of-Plane Behaviour of Timber Retrofitted Masonry Prisms J. A. Dauda, L. C. Silva, P. B. Lourenco, O. Iuorio

647 Nonlinear Behaviour of Two-Whyte Stone Walls B. Dinc-Senegul, Y.M. Hothot, B. Doran, N. Yuzer, S. Ulukaya, D. Oktay

649 Fast Seismic Vulnerability Evaluation of Historical Masonry Aggregates through Local Analyses: an Adaptive NURBS-based Limit Analysis Approach

N. Grillanda, M. Valente, G. Milani, F. Formigoni, A. Chiozzi, A. Tralli

650 Investigation of the Response of a Masonry Arch Railway Bridge using Membrane Equilibrium Analysis C. Olivieri, S.H. Cocking, M. Angelillo, M.J. DeJong

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S05 - Numerical modeling and structural analysis (2)

651 Adaptative Pushover Analyses of a Heritage Structure: Application to a Multi-Tiered Pagoda Temple Y. Endo, Y. Kondo, G. Iwanami

664 Geometric and Structural Information for the Analysis of Historical Domes: The Case of the SS. Trinità Church in Torino G. De Lucia, R. Ceravolo

669 The Influence of the Passive Earth Pressure and other Factors on the Stability of the Underground Masonry Vaults of the Paris Metro O. Moreno Regan, E. Bourgeois, J. F. Douroux, A. Desbordes

683 A Novel Non-Linear Discrete Homogenization Approach for the Analysis of Double Curvature Masonry Structures J. Scacco, G. Milani, P. B. Lourenço

687 Structural Analysis of Historical Constructions by Graphic Methodologies based on Funicular and Projective Geometry J. Suàrez, T. Boothby, J. A. Gonzàlez

691 Neomudejar Architecture and Analysis of Local Stresses of Masonry Structures: The Escuelas Aguirre Case Study J. Garcia-Munoz, D. Mencias-Carrizosa, F. Magdalena-Layos

704 Excess Capacity in Historic American Reinforced Concrete Floors D. Friedman

725 Collaborative Use of DEM and FEM for Brick Joint Splitting in Strong Earthquake Ground Motion T. Maeda, H. Tanaka, M. Shirahashi, B. Higashizawa

726 Structural Assessment of the Seismic Behavior of the Dome of the Taj Mahal S. Rihal, B. Koh, A. Mehrotra, J. Edmisten

732 New Strategies to Assess the Safety of Unreinforced Masonry Structures Using Thrust Network Analysis R. Maia Avelino, A. Iannuzzo, T. Van Mele, P. Block

1026 Sensitivity Analysis in the Rehabilitation of Historic Timber Structures on the Examples of Greek Catholic Churches in Polish Subcarpathia K. Szepietowsk, I. Lubowiecka

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S06 - Numerical modeling and structural analysis (3)

745 Safe Estimation of Minimum Thickness of Circular Masonry Arches Considering Stereotomy and Different Rotational Failure Modes O. Gaspar, I. Sajtos, A. A. Sipos

755 General Thrust Surface of the Masonry Domes I. Sajtos, O. Gaspar, A. Sipos

758 3D FE Modeling of Multi-Span Stone Masonry Arch Bridges for the Assessment of Load Carrying Capacity: the Case of Justinian’s Bridge V. G. Mentese, O. C. Celik

774 Study on Strict Homogenization Method and Model of Masonry under Different Bricklaying Methods Based on Regular Tessellation Theory Y. Chunxia, C. Shu, L. Chenyi, Z. Nan

776 Structural Evaluation of Typical Historical Masonry Vaults of Cagliari: Sensitivity to Bricks Arrangements A. Cazzani, N. Grillanda, G. Milani, V. Pintus, E. Reccia

781 The Safety of Masonry Arches Subject to Vertical and Horizontal Forces. A Numerical Method Based on the Thrust Line Closest to the Geometrical Axis

S. Galassi, G. Tempesta

792 Inspection, Diagnosis and Modelling of Azurara Church in the North of Portugal

E.A. Chaves Moreno, E.T. Key, A. Uplekar , O. Pino, G. Vasconcelos, J. Ortega, E. Poletti

793 Influence of Settlements and Geometrical Imperfections on the Internal Stress State of Masonry Structures A. Dell Endice, A. Iannuzzo, T. Van Mele, P. Block

809 Analysis and Assessment of Swedish Vaulted Masonry Structures Using Funicular Methods C. Thelin, F. Höst

833 Assessment of Structural Damage and Evolution in Time in Historical Constructions Using Numerical Models: the Case of the Church of Saint Bassiano in Pizzighettone, Cremona

G. Angjeliu, G. Cardani, D. Coronelli

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S07 - Numerical modeling and structural analysis (4)

870 Minimum Thickness and Collapse Conditions of the Irregular Masonry Arch Subject to its Own Weight N. Cavalagli, V. Gusella, R. Liberotti

881 A Simple and Effective Rigid Beam Model for Studying the Dynamic Behaviour of Freestanding Columns D. Baraldi, G. Milani, V. Sarhosis

915 Correlation Studies for the In-Plane Analysis of Masonry Walls Based on Macroscopic FE Models with Damage M. Nocera, L.C. Silva, D. Addessi, P.B. Lourenço

919 Simplex Algorithm for 3D Limit Analysis of Roman Groin Vaults C. Baggio, S. Santini

934 Assemblability Constraints in the Limit Analysis of 3D Masonry Interlocking Blocks E. Mousavian, C. Casapulla

941 Influence of Temperature on the Structural Behaviour of Masonry Buildings M. Girardi, C. Padovani, D. Pellegrini

943 Safety Assessment of Historic Masonry Structures by Limit Analysis and Deterministic Partial Safety Factors F. Magdalena, A. Aznar, J. Antuna, J.I. Hernando

946 Influence of the Spatial Variability of Joints Characteristics on the Elastic Properties of Masonry M.L. De Bellis, V. Sepe, M. Vasta

954 Investigation on the Seismic Response of a Large Monumental Complex S. Caprili, I. Puncello, P. Roca

956 Discrete Element Modelling of Single-Nave Churches Damaged after the 2009 Earthquake in l’Aquila, Italy F. Gobbin, R. Fugger, G. De Felice

846 Influence of various light timber retrofit layouts on the dynamic response of typical dutch masonry terraced houses C. Morandini, D. Malomo, R.Pinho, A. Penna

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S08 - Numerical modeling and structural analysis (5)

999 Numerical Study of Pier-Wall Connections in Typical Dutch URM Buildings D. Fusco, F. Messali, J.G. Rots, D. Addessi, S. Pampanin

1006 A Method for the Structural Analysis and Design of Arched Reinforced Masonry and/or Concrete Structures D. Lopez Lopez, P. Roca, A. Liew, T. Van Mele, P. Block

1013 Experimental Data for the Calibration of a Non-Linear Numerical Model for Describing the Response of Masonry Constructions under Cyclic Loading A. Castellano, A. Fraddosio, M.D. Piccioni, E. Ricci, E. Sacco

1015 Numerical Simulation of Traditional Timber-Masonry Buildings Subjected to Lateral Loads B. Jimenez, L. Pelà

1029 Lower-Bound Limit Analysis of Masonry Arches with Multiple Failure Sections N.A. Nodargi, P. Bisegna

1037 Stochastic Micro-Modelling of Historic Masonry J. Adamek, P. Kabele

1039 COMPAS Masonry: A Computational Framework for Practical Assessment of Unreinforced Masonry Structures

A. Iannuzzo, A. Dell Endice, R. Maia Avelino, GTC Kao, T. Van Mele, P. Block

1071 Novel Constitutive Modelling Approach for Shape Memory Alloys Vibration Control Devices K. Wasilewski, A. Zbiciak

1081 Seismic Assessment of Masonry Towers: The Case of Castellum Aquae System in Pompeii

M. Salvalaggio, V. Sabbatini, F. Lorenzoni, M.R. Valluzzi, H. Wenliuhan

987 Advanced Tools for Fast Micro-Modelling of Masonry Structures M. Petracca, C. Marano, G. Camata, E. Spacone, L. Pelà

988 Equivalent Frame Method Combining Flexural and Shear Responses of Masonry Buildings C. Marano, M. Petracca, G. Camata, E. Spacone

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S09 - Numerical modeling and structural analysis (6)

1087 Development of a Neural Network Embedding for Quantifying Crack Pattern Similarity in Masonry Structures A. Rozsas, A. Slobbe, W. Huizinga, M. Kruithof, G. Giardina

1109 The Unbuilt Musmeci Parabolic Cross Vault Reinvented as a Dry-Masonry Structure C. Intrigila, N.A. Nodargi, P. Bisegna

1119 A Comparison Between Traditional and Modern Approaches for the Structural Modelling of Brick Masonry Barrel Vaults E. Coisson, D. Ferretti, F. Pagliari

1131 Simulation of the Out-of-Plane Behaviour of URM Walls by Means of Discrete Macro-Element Method

C. Chacara, B. Panto, F. Cannizzaro, D. Rapicavoli, I. Calio, P.B. Lourenco

1133 Numerical Modelling of the Seismic Performance of Romanian Traditional Timber-Framed Buildings F. Parisse, E. Poletti, A. Dutu, H. Rodrigues

1134 Calibration of a FEM Model with Complex Geometry: the Case Study of Santa Maria Maddalena Church in Ischia, Italy

B. Di Napoli, M. P Ciocci, T. Celano, P. B Lourenço, C. Casapulla

1164 Applicability of FEM and Pushover Analysis to Simulate the Shaking-Table Response of a Masonry Building Model with Timber Diaphragms M.P. Ciocci, R. Marques, P.B. Lourenço

1186 A Macroscale Modelling Approach for Nonlinear Analysis of Masonry Arch Bridges B. Panto, C. Chisari, L. Macorini, B.A. Izzuddin

1189 Seismic Behaviour Analysis of Diaphragm Arches: Case Studies from Catalan Gothic Churches D. Cacace, V. Corlito, M. Zizi, G. De Matteis, P. Roca

1202 Numerical Development of a Strengthened Wall-to-Diaphragm Seismic Connection: Calibration and Application on a Building Prototype

F. Solarino, D.V. Oliveira, L. Giresini

1221 A Simplified Modelling Approach for the Practical Engineering Assessment of Unreinforced Masonry Structures Using Layered Shell Elements

A. Hassanieh, M. Gharib, M. King

852 Structural Modelling and Numerical Analysis of the Palace of Sports of Mexico City

H. Badillo-Almaraz, A. Orduña, S.G. De La Rosa, G.A. Gonzalez, G.M. Roeder

23

S10 - Repair and strengthening strategies and techniques (1)

892 Evaluation of Performance of Matured Hydraulic Grouts: Strength Development, Microstructural Characteristics and Durability Issues

A. Miltiadou-Fezans, M Delagrammatikas, A. Kalagri, P. Vassiliou

839 Experimental Tests on FRCM and FE Modelling for the Heritage Structure‘s Reuse R. Liberotti, N. Cavalagli, V. Gusella

590 Static Test on Full Scale Rammed Earth Building with Mesh-Wrap Retrofitting Strategy

K.C. Shrestha, T. Aoki, M. Miyamoto, N. Takahashi, J. Zhang, P. Wangmo, N. Yuasa, S. Shin, P. Pema, K. Tenzin

597 TRM-Strengthened Timbrel Cross Vaults Subjected to Vertical Settlements

P.A. Calderon, E. Bertolesi, M. Buitrago, J.J. Moragues, J.M Adam

610 Stabilization and Consolidation of Historical Multi-Leaf Masonry J. Witzany, J. Brozovsky, T. Cejka, J. Kubat, R. Zigler

657 Flexural Resistance of Masonry Wall Retrofitted with Timber Panels under Out-Of-Plane Loading O. Iuorio, J. A Dauda, P.B. Lourenco

668 Performance of Unreinforced Masonry Strengthened with Bed Joint Reinforced Repointing L. Licciardello, J.G. Rots, R. Esposito

670 Out-of-Plane Behaviour of Tuff and Brick Masonry Walls Strengthened with FRCM Composite Materials A. Bellini, A. Incerti, A. Nanni, C. Mazzotti

674 Cost-Effective Implementation of Nitinol to Improve the Seismic Performance of an Unreinforced Masonry Building T.F. Paret, J.M. Rautenberg

819 Repair Connection with Wooden Wedged Dowels: Preliminary Experimental Laboratory Tests and FEM Model for the Description of the Mechanical Behavior

E. Perria, S. Siegert, X. Li, M. Sieder

826 Experimental Investigation of the Bond between Glass Textile Reinforced Mortar (GTRM) and Masonry Substrate: the Effect of Textile Impregnation

P.D. Askouni, C.G. Papanicolaou

856 A New Method for Assessing Compatibility of Consolidation Procedures with Conservation Principles: Intervention Quality Index (IQI)

N.C. Palazzi, G. Misseri, C. Sandoval, U. Tonietti, J.C. de la Llera, L. Rovero

1055 Reinforcement and Consolidation of Masonry Structures. Successful Cases Implemented: From the Study to the Execution Phase J. Dobon, M.A. Soria

1056 Treatment for Rising Damp and Natural Hydrodynamic Equilibrium in Masonry Walls J. Dobon, M.A. Soria

24

S11 - Repair and strengthening strategies and techniques (2)

975 Experimental and Numerical Analyses on Sandstone Elements Obtained by 3D Printing C. Scuro, S. Tiberti, S. Porzio, R.S. Olivito, G. Milani

984 Characterization of FRCM- and FRP-Masonry Bond Behavior C. Gentilini, C. Carloni, R. Santoro, E. Franzoni

1003 Historical Timber Structures in Adana-Tepebag Settlement and Consolidation Approach with Modern Timber Prefabricated Systems K. Apak

1011 Experimental and Numerical Analysis of a FRCM Reinforced Parabolic Tuff Barrel Vault A. Castellano, J. Scacco, A. Fraddosio, G. Milani, M.D. Piccioni

1028 From the Cure of the Simple Structural Analysis to the Control of the Final Technological Quality - The Conservation of "Santa Maria Degli Angeli Orphanage" in Castelgrande (Potenza, Italy)

F.P.R. Marino, G. Auletta, F. Baldantoni, F.C. Ponzo, F. Lembo

1057 The CLT Panels in Structural Restoration: Characteristics and Technical Regulations G. Frunzio, L. Di Gennaro , L. Massaro, F. DAngelo

1074 Performance Assessment of Basalt FRCM for the Confinement of Clay Brick Masonry Cylinders J. DAnna, G. Amato, J.F. Chen, G. Minafo, L. La Mendola

1093 Overview of the Mechanical Properties of Steel Reinforced Grout Systems for Structural Retrofitting F. Roscini, S. De Santis, P. Meriggi, G. De Felice

1122 Fibre Reinforced Geopolymers as Inorganic Strengthening Composites for Masonry Structures E. Garbin, M. Panizza, S. Tamburini, M. Natali, G. Artioli

1155 Experimental Assessment of Cyclic Shear Response of Brick Masonry Walls Retrofitted with TRM L. Garcia-Ramonda, L. Pelà, P. Roca, G. Camata

1165 Experimental Study on the Shear Behavior of FRCM Strengthened Masonry Panels F. Ferretti, A. Incerti, C. Mazzotti

1182 Cyclic Tests on Masonry Vaults Strengthened Through Composite Reinforced Mortar N. Gattesco, I. Boem

1197 Numerical Modelling of Masonry Arches Strengthened with SFRM S. Caddemi, I. Calio, F. Cannizzaro, D. Rapicavoli, N. Simoncello, P. Zampieri, J. Gonzalez-Libreros, C. Pellegrino

998 Structural Restoration and Re-Use of the Historic Coal Mine Tower D. Andic, M. Horvat M., J. Pojatina J.

25

S12- Structural health monitoring (1)

1163 Data analysis using ARX models applied to static structural health monitoring of the Monastery of Sant Cugat N. Makoond, L. Pelà, C. Molins, P. Roca

711 The Influence of External Climate on Church Internal Microclimate L. Balik, L. Kudrnacova, K. Nedvedova

530 Monitoring of Indoor Environmental Conditions of the Kvernes (Norway) Stave Church C. Bertolin, L. de Ferri, T.M. Olstad

604 Structural Health Monitoring of a Historic Church: Theory and Practice of Diagnostic Approaches Used to Control Risks and Costs T. Morrison, S. Burrill

607 Development of a Wireless Acceleration Measurement System T. Yamasaki, K. Ota, M. Miyamoto, Y. Amano, M. Okada, T. Kido

631 Long-Term Structural Health Monitoring of the Fortezza Fortress: Application of Damage Detection Techniques on Existing Cracks M. Drygiannakis, G. Vlachakis, A. Tzigounaki

692 Health Monitoring Tests of Heritage Structures: Application of MEMS Accelerometers to Two Multi Tier Pagodas Y. Endo, Y. Niitsu

702 Multi-Modal Analysis of Vibration and Meteorological Data for Structures on the World Heritage Site “Battleship Island”

N. Kurata, K. Takai, A. Tomioka, T. Daigo, S. Saruwatari, T. Hamamoto

724 Structural Monitoring in the “Santa Maria de la Asunción” Cathedral of Chilpancingo, Guerrero, Mexico; through Topogeodesic-Photogrammetric Surveying and Ambient Vibration. A Methodological Proposal

S. Sanchez Tizapa, R. Aurelio Felicito, R. Vazquez Jimenez, J. L. Carranza Bello, R. Arroyo Matus

26

S13 - Structural health monitoring (2)

888 Real-Time Structural Monitoring of Bibi-Khanum in Samarkand (Uzbekistan) Combined with Subsequent Laser Scans S.M. Takhirov, I. Aripov, D. Matrasulov

889 Structural Health Monitoring of the Juma Mosque in Itchan Kala in Khiva (Uzbekistan): Laser Scanning Combined with Numerical Modelling S. Takhirov, B. Rakhmanov

925 Dynamic Identification of the So-Called Temple of Minerva Medica: Comparison of Different Instrumentations and Methods for Mutual Validation of the Results

C. Baggio, V. Sabbatini, S. Santini, C. Sebastiani, V. Fioriti, I. Roselli, A. Colucci, F. Saitta, S. Forliti

960 Quantification of the Structural Response of Historical Constructions: Investigation of the Strain Variation at the Acropolis Circuit Wall E. Kapogianni, P. Psarropoulos, M. Sakellariou

1020 Continuous Structural Monitoring of Adobe Buildings: Summary of a Three Years Experience in Peru G. Zonno, R. Aguilar, R. Boroschek, P.B. Lourenco

1072 One-year Static Monitoring of the Milan Cathedral A. Saisi, A. Ruccolo, C. Gentile

1218 Proposal for a Time-Dependent Dynamic Identification Algorithm for Structural Health Monitoring M.F. Hormazábal, M.G. Masciotta, D.V. Oliveira

1223 Experimental testing of two novel stress tensors for SHM of masonry structures

I. La Mendola, M. C. Oddo, M. Papia, F. Pappalardo, A. Pennisi, G. Bertagnoli, F. Di Trapani, A. Monaco, F. Parisi, S. Barile

27

S14- Seismic analysis and retrofit (1)

538 Seismic Assessment of Heritage Buildings in Bulgaria M.D. Traykova, A.V. Traykov

562 Inadequate Cases of Intervention in Architectural Heritage Buildings in Mexico after the September 2017 Earthquakes F. Pena, M.M. Chavez

565 Seismic Performance Evaluation of Box-Shaped Wall Structures Built with Thick Earthen Walls H. Yokouchi, Y. Ohashi

574 Damages Patterns in Historical Temples of Puebla, Morelos and Oaxaca after September 2017 Mexico Earthquakes M. Chavez, F. Pena, N. Garcia, D. Duran

621 Seismic Assessment and Strengthening Interventions of Atop Single-Block Rocking Elements in Monumental Buildings: the Case Study of the San Felice sul Panaro Fortress

S. Degli Abbati, S. Cattari, S. Lagomarsino, D. Ottonelli

672 Comparison of Two Different Approaches for the Seismic Evaluation of the Bonet Building of the National Palace of Sintra, Portugal M. Ponte, M. Malcata, R. Bento

682 Numerical Investigation of the Retrofitting Interventions of the San Benedetto Church Complex in Ferrara (Italy) from a Seismic Vulnerability Perspective

R. Shehu

695 Seismic Performance of Masonry Cross Vaults through Shaking Table Testing on a Scaled Model

N. Bianchini, N. Mendes, P. Candeias, M. Rossi, C. Calderini, P.B. Lourenco, A. Campos Costa

708 An Integrated Modeling Approach that Combines Elastic Amplification and Rocking Analysis for Seismic Assessment of a Masonry Tower A. Mehrotra, A. Liew, P. Block, M.J. DeJong

715 Repair and Retrofit of a Roman Bridge in Turkey H. Sesigur, M. Alaboz

28

S15 - Seismic analysis and retrofit (2)

719 Seismic Stability Analysis of Inca Earthen Walls A. Torres, M. Blondet, S. Santa Cruz

729 Numerical Simulation on Seismic Performance of Retrofitted Masonry Wall in Historical Buildings Damaged in Earthquake B. Wu, J. Dai, W. Bai

738 Assessment of the Seismic Retrofitting of a Historical Masonry Mosque by means of Nonlinear Dynamic Analysis A. Asikoglu, L.C. Silva, O. Avsar, P.B. Lourenço

768 Effect of Historic Timber Roof Structures on the Structural Behaviour of Masonry Buildings during Seismic Events A.I. Keller, M. Mosoarca

777 Seismic Fragility Analyses of the Cabinet Stored Artefacts with and without Damping Method W. Bai, J. Dai, Y. Yang

812 The Floor Stiffness Effect on Vulnerability Assessments and Intervention Designs of Historic Buildings: the Case Study of the “Procuratie Vecchie” in Venice, Italy

I. Rocca, L. Berto, S. Bellin, B.F. Dongmo, A. Saetta, R. Vitaliani

849 Evolution of Lateral Design in the United States N.A. Hicks, E.P. Meade

857 Simplified Method for the Lateral Strengthening of Adobe Walls in Andean Churches R. Enciso, M. Noel, R. Aguilar

880 Numerical Investigations for Assessing the Seismic Performance of Multi-Tiered Nepalese Temples M. Pejatovic, V. Sarhosis, G. Milani

923 Seismic Response of Hagia Sophia Church in Thessaloniki Including Soil-Foundation-Structure Interaction A. Chounta, C. Malakoudi, C. Petridis, D. Pitilakis

948 Design of Shake Table Tests of Multi-Leaf Masonry Walls Before and After Retrofitting

S. De Santis, O. Alshawa, G. De Canio, S. Forliti, D. Liberatore, P. Meriggi, I. Roselli, L. Sorrentino, G. De Felice

29

S16 - Seismic analysis and retrofit (3)

950 Macroelement Numerical Simulation of the Seismic Response of a Timber-Retrofitted Masonry Pier

M. Miglietta, N. Damiani, S. Bracchi, G. Guerrini, F. Graziotti, A. Penna

1070 Understanding Traditional Anti-Seismic Strategies Beyond Their Disappearance and Distortions: Yazd Qajar Architecture Case Study

E. Crete, S. Yadav, N. Farahza, L. Arleo, M. Hajmirbaba, Y. Sieffert, P. Garnier

1088 Seismic Damage Mechanisms for Churches and Damage Sequence: Considerations from a Case Study

M.A. Parisi, Y. Anzilotti, G.I. Fuentes Rivera, G. Sferrazza Papa, S. Barbo

1092 Seismic Assessment of Dutch URM Buildings According to NPR9998:2018 Code with an Equivalent-Frame Approach S. Bracchi, F. Graziotti, F. Messali, A. Penna

1095 Structural Assessment of the 13th Century Great Mosque and Hospital of Divrigi: A World Heritage Listed Structure

C. Demir, O.F. Halici, A.N. Sanver, M. Comert, F. Kuran, N. Berlucchi, A. Hurata, A. Ilki

1116 Seismic Behaviour of La Merced Temple in Morelia, Mexico L. Mejia, G. Martinez, B. Olmos, J.M. Jara 1143 Extrados Strengthening of Single-Leaf Vaults Against Seismic Actions S. Cominelli, C. Passoni, A. Marini, A. Belleri, E. Giuriani

1176 Seismic Retrofitting of Historical Masonry Heritage Structures: A Case Study of an Adobe Masonry Building in Lima, Peru T. Martins, J. Garcia, A. Ferrandez, N. Tarque, J. Fernandez

1196 Mechanical Characterization of Energy Dissipation Devices in Retrofit Solution of Reinforced Concrete Frames Coupled with Solid Wood Panels

C. Tardo, F. Boggian, M. Hatletveit, E. Marino, G. Margani, R. Tomasi

979 Seismic testing of adjacent interacting masonry structures I Tomic, A Penna, M DeJong, C Butenweg, A Correia, P Candeias, I Senaldi, G Guerrini, D Malomo, K Beyer

30

S17 - Vulnerability and risk analysis (1)

1031 Seismic Vulnerability Assessment Method for Vernacular Architecture Considering Uncertainty J. Ortega, S. Saloustros, P. Roca

563 Evaluation of Invasive Retrofitting Interventions on an Unreinforced Masonry Heritage Building A. Scupin, R. Vacareanu, F. Pavel

601 Seismic Vulnerability Assessment Methodology for Historical Buildings with Cultural Value E. Onescu, I. Onescu, M. Mosoarca

632 Seismic Vulnerability of Heritage Churches in Quebec: the Neo-Roman Typology G. Sferrazza Papa, M-J. Nollet, M.A. Parisi

641 Managing Natural Disasters in Historic Areas: a Novel Holistic Seismic Risk Assessment Method Applied to a Relevant Case Study E. Quagliarini, G. Bernardini, M. Lucesoli

656 Criteria for the Vulnerability Analysis of Structural Aggregates in Historical Centers S. Tonna, M. Boriani, M.C. Giambruno, C. Chesi

660 Vulnerability Assessment of Italian Unreinforced Masonry Churches Using Multi-Linear Regression Models A. Marotta, D. Liberatore, L. Sorrentino

671 The Damage Survey of Cultural Built heritage Between Simplified Procedures and Needs for Implementation: the Case Study of Emilia-Romagna Cemeteries

V. Vona, M. Zuppiroli

694 Development of a Fire Damage Index for Immovable Cultural Heritage L.G. Salazar, E. Pauperio, X. Romao

728 The Assessment and Reduction of Seismic Risk: Towards a System of Knowledge for Archaeological Pre-Existences E. Montenegro

739 Seismic Vulnerability Assessment of Romanian Historical Building under Near-Source Earthquake N. Chieffo, M. Mosoarca, A. Formisano, P.B. Lourenço

816 Risk Management and Built Heritage: Towards a Systematic Approach A. Konsta, S. Della Torre

31

S18- Vulnerability and risk analysis (2)

851 Seismic Vulnerability Assessment of a Historic Brick Masonry Building by Fragility Functions K. Demirlioglu, S. Soyoz

875 Typological Classification and Observed Damage Patterns of Masonry Churches After the 2016 Central Italy Earthquake G. Cianchino, C. De Matteis, G. Brando

876 A QGIS Plugin for the Seismic Vulnerability Assessment of Urban Centers: Application to the City of Popoli in Abruzzo (Italy) A. Gonzalez, A. Basaglia, E. Spacone, G. Brando

877 Vulnerability Assessment of Dwellings in the Historic Center of Cusco (Peru) G. Brando, G. Cocco, C. Mazzanti, M. Peruch, E. Spacone, C. Alfaro, K. Sovero, N. Tarque

885 Seismic Damage Scenarios Induced by Site Effects of Masonry Clustered Buildings: a South Italy Case Study A. Formisano, N. Chieffo

985 Seismic Vulnerability Assessment of Representative Building Typologies from Barcelona‘s Eixample District S. Dimovska, S. Saloustros, L. Pela, P. Roca

1187 Simplified Seismic Vulnerability Assessment of Medieval Masonry Churches V. Corlito, M. Zizi, G. De Matteis

1188 Kinematic Approach for Seismic Vulnerability Assessment of Masonry Churches V. Corlito, G. De Matteis, P. Roca

1201 Assessment of Seismic Fragility of Historical Buildings at the Urban Scale by Typological-Mechanical Approaches: the Case Study of Foggia V. Leggieri, S. Ruggieri, G. Uva

1216 A Comparison Between Empirical Procedures for the Definition of Vulnerability Classes of Masonry Buildings: Application to Five Historical Centres Struck by 2016 Central Italy Earthquake

Y. Saretta, L. Sbrogio, M.R. Valluzzi

1224 Risk Assessment Methodologies to Safeguard Historic Urban Areas from the Effects of Climate Change

L. Quesada-Ganuza, L. Garmendia, E. Rojí, I. Álvarez, E. Briz, M. Olazabal

1199 Decision Support System for Vulnerability Assessment of Masonry Churches Including Architectural and Artistic Assets V. Sangiorgio, G. Uva, J.M. Adam

32

S19- Resilience of historic areas to climate change and hazard events

548 A Framework for the Detailed Flood Vulnerability Modelling of Built Cultural Heritage R. Figueiredo, X. Romao, E. Pauperio

584 Resilience of Historic Residential Areas Subjected to Natural Disasters M. Drdacky, R. Cacciotti, T. Drdacky

585 Resilience and Vulnerability of Historical Centres: the Case of the District of Camerino in the Marche Region E. Petrucci, L. Barchetta, D. Lapucci

652 Fire Prevention in Ottoman and Habsburg Building Codes for Bosnia and their Application in Travnik. C. Jaeger-Klein, A. Bajramovic, L. Stampfer

921 Post-Earthquake Reconstruction of the Historic City Center of l‘Aquila: A Proposal Concerning the Rubble Transportation Problem S. Di Marco, M.A. Bragadin

962 Assessing the Impact of Seismic Risk Mitigation at the Urban Scale on Community Resilience and Housing Recovery A. Basaglia, A. Aprile, E. Spacone, L. Pelà

963 Landslide Hazard Affecting Historical Buildings: Santa Scolastica Monastery in Subiaco M. Sangirardi, A. Amorosi, M. Malena, G. De Felice

978 Post-Quake Small Italian Historical Centres: Urban Resilience between Rhetorics and Reality. The Case Study of Nocera Umbra after the 1997 Umbria-Marche Earthquakes

E. Cianci, C. Fontana, G. Occhipinti, G. Romagnoli

1067 Preliminary Approach for a Prototype of Sustainable Antiseismic Dwelling in Nepal Based on the Historic Vernacular Tradition F. Vegas Lopez-Manzanares, C. Mileto, W. Pisarra, F. Trizio

33

S20- History of construction and building technology (1)

519 Amazonas Theater Architectural Construction and Restorations History M.S. Sampaio

552 An Example of Fit-for Purpose Use of Materials in Roman Architecture: P Temple, Side, Antalya/Turkey G. Kaymak Heinz

622 The Structural Function of the Dutch Buttressing of the East Curtain Wall of Elmina Castle, Elmina, Ghana J. Sun, S. Tezcan, R. Perucchio

626 The “Pieve di Santa Maria” in Arezzo (Italy). From the Laser Scanner Survey to the Knowledge of the Architectural Structure P. Matracchi, C. Biagini, A. Sadocchi, M. Valieri

658 “Iron Cages.” Technical Discussions after the 1906 Valparaíso Earthquake and Reconstruction with New Techniques and Materials S. Maino, K. Cabezas, M. Koch

667 New Lightweight Structures and Historical Heavyweight Structures in Conservation A. Mosseri

685 Reinforced Concrete + Masonry: the ‘Mixed‘ Structure of the Novocomum by Giuseppe Terragni A. Greppi, C. Di Biase

690 Iron and Steel Construction Workshops in 19th and early 20th century Belgium: Retrieving their Oeuvre via Trade Catalogues I. Wouters, R. Wibaut

706 Foundation Development from 1890-1942 for Long Span and High Rise Buildings at Mexico City P. Santa Ana, L. Santa Ana, J. Baez

762 Structural Analysis as a Supporting Method for the Research of Medieval Brick Architecture P. Samol, P. Iwicki, J. Przewlocki

786 A study of the Historical Construction Technology of Bell Towers in Cyprus M.L. Petrou, D.C. Charmpis

808 Reconstructed Overhanging Battlements. Executive Techniques and their Vulnerability in the Stronghold of Arquata del Tronto (Italy) E. Facchi, A. Grimoldi, A. G. Landi, E. Zamperini

34

S21- History of construction and building technology (2)

821 From Art to Science of Construction: the Permanence of Proportional Rules in the “Strange Case” of the 19th Century Ponte Taro Bridge (Parma, Italy) F. Ottoni, V. Braglia, E. Coisson, L. Ferrari

887 Historical and Typological Characterization of Churches in the Historical Centre of Cusco, Peru

K. Sovero, N. Tarque, E. Spacone, C. Mazzanti, G. Brando, C. Alfaro

938 Gaudí, a New Architectural Concept of Maximum Structural Efficiency: Catenary Vaults, Complex Ruled Surfaces, Branched Pillars and an Endless Innovative Strategies

C. Salas, C. Bedoya, J.M. Adell

944 First Reinforced Concrete Building in Rijeka Port - Ferenc Pfaff‘s Warehouse No.17 P. Sculac, D. Grandic, N. Palinic

959 The Dome of the Temple of Diana in Baiae: Geometry, Mechanics and Architecture A. Sinopoli, D. Aita

990 Patio as a Structural Invariant. Buildings with Patio Facing Adaptive Reuse in Barcelona P. Fuertes, R. Sauquet, N. Salvado

1001 Opus Signinum - Roman Concrete without Pulvis Puteolanis: Example of the Substructures of Diocletian‘s Palace M.I. Simunic Bursic

1025 Timber Reinforcements: Local Construction Techniques in Italian Historical Buildings S. Della Torre, L. Cantini

1214 Safety Assessment of Existing Post-War Reinforced Concrete Bridges. The Case Study of ‘Gerber Girders’ Bridges in Italy I. Giannetti, S. Mornati, S. Coccia, F. Di Carlo, Z. Rinaldi

1220 A User-Friendly Digital Tool for the Structural Assessment of Historic Domes: The Case Study of Saint Peter in Rome M.F. Funari, L.C. Silva, D.V. Oliveira, P.B. Lourenço

1226 Geotechnical Structures in the Ancient World. The Case of the Ziggurat of Ur in Mesopotamia E. Kapogianni

35

S22- Studies and conservation of 20th c. heritage

515 Early Concrete Structures and Post-Patented Systems: Lessons to Preserve Early 20th Historical Heritage I. Marcos, L. Garmendia, I. Piñero, Z. Egiluz, E. Briz, A. Gandini

522 Reconstruction of a Masonry Windmill Tower with a Multi-Blade Wind Turbine, Steel Reservoir and Water Supply System P.W. Sielicki

547 Senate Building of Canada Case Study: Seismic Rehabilitation L.M. Nicol

573 Conservation of 20th Century Concrete Heritage Structures in Cyprus: Research and Practice A.V. Georgiou, M.M. Hadjimichael, I. Ioannou

710 Decay Patterns and Damage Processes of Historic Concrete: A Survey in the Netherlands G. Pardo Redondo, S. Naldini, B. Lubelli

822 Challenges in the Reuse and Upgrade of Pier Luigi Nervi‘s Structures R. Ceravolo, G. De Lucia, E. Lenticchia, G. Miraglia, A. Quattrone, F. Tondolo, E. Matta, G. Sammartano, A. Spano, C. Chiorino

829 The Safety Level of Concrete Pile Foundations under Industrial Monuments S. Pasterkamp

867 Conservation of Historical Reinforced Concrete Structures I. Bucur-Horvath, J. Virag

914 Reinforced Concrete Floors in Historic Buildings from the Beginning and the Middle of the 20th Century - Examples of Structural Strengthening in the Process of Revitalization

G. Dmochowski, P. Berkowski, J. Szolomicki, M. Minch

1145 An Innovative Shell Structure in Codogno (Italy). Evaluation of Structural and Seismic Performance P. Brugnera, M.G. Costa, G. Mirabella Roberti

1205 Anchorage of Reinforcement Bars in Hennebique R.C. Structures A. Brencich, M. Nebiacolombo 634 Structural Evaluation and Maintenance of Brooks Aqueduct Historic Site A. Rouhi, N. Shrive 635 Structural Evaluation of the Greenhill Mine Tipple Structure Historic Site A. Rouhi, N.G. Shrive

36

S23 - Management of heritage structures and conservation strategies

1219 Digitization of Cultural Heritage Buildings for Preventive Conservation Purposes

M.G. Masciotta, L.J. Sánchez-Aparicio, S. Bishara, D.V. Oliveira, D. González-Aguilera, J. García-Alvarez

542 Conservation of Architectural Complex of Manguinhos, in Rio de Janeiro, Brazil B. Oliveira

550 Using Information Technologies for Bridge Management in Mexico‘s Royal Roads Built Between XVI and XVIII Century A. Torres-Acosta, J. Bustamanta-Altamirano, A. Esparza-Carrillo

700 Modern Consolidation Methods for Catholic Church in Baroque Style from Arad Fortress, Romania A.C. Ion, M. Mosoarca

804 Integrated Conservation Strategies in the Netherlands S. Naldini, R. van Hees, E. van der Grijp

836 Unreinforced Masonry Structures‘ Seismic Improvement with F.R.C.M. : the Experience of the Vanvitellian Palazzo Murena of Perugia R. Liberotti, F. Cluni, V. Gusella

860 Structural Typificaton of Heritage Builings Using Modern Technologies for Digital Management and Visualization: Preliminary Applications in Southern Peru

S. Huaranga, P. Porcel, C. Yaya, B. Castaneda, R. Aguilar

865 Dacian Fortresses in Orastie Mountains: Management of Heritage Structures G. Pascu, A. Keller, C. Bocan

945 Towards a Digital Architectural Heritage Knowledge Management Platform: Producing the HBIM Model of Bait al Naboodah in Sharjah, UAE R. Sabri, S.B. Abdalla, M. Rashid

1017 Fill-in-Glass Restoration: Exploring Issues of Compatibility for the Case of Schaesberg Castle L. Barou, F. Oikonomopoulou, T. Bristogianni, F.A. Veer, R. Nijsse

1040 Design Criteria and Procedures for Archaeological Shelters: Towards Flexibility Thanks to Algorithmic Modelling L. Sbrogio, A. Basso, P. Borin, M.R. Valluzzi, A. Giordano

1171 Preventive Conservation for Built Heritage. Analysis of Different Models Around Europe D. Stabrauskaite

1209 British Colonial Era‘s Religious Built Heritage in Yorubaland, Nigeria: Key Conservation Problematics and the State of Know-How R. Sabri, O.A. Olagoke

37

S24 - Interdisciplinary projects and case studies (1)

1194 The Column-Less Stair at Loretto Chapel in Santa Fe, New Mexico: Strength Analysis A. Sumali

1215 To Reach the Light: The Monumental Byzantine Stairs of Caesarea, a Conservation and Restoration Project

N. Maklada, S. Hadid, D. Abuhatsira, P. Gendelman, Y. Oz, D. Siboni

782 From Reality to Point Clouds. Survey and Analysis of Sant Miquel Church of Batea (Spain) A. Costa-Jover, D. Moreno Garcia, S. Coll Pla, J. Lluis i Ginovart

976 Historical Analysis and In-Situ Inspections of a Cultural Heritage Masonry Building

A. De Angelis, F. Santamato, G. Maddaloni, L. De Filippis, M.R. Pecce

533 Nonlinear Structural Analysis of the Elliptical Dome of the Church in the Universidad Laboral, Gijon, Spain

J.J. Coz-Diaz, A. Lozano Martinez-Luengas, M. Alonso-Martinez, M.P. Garcia-Cuetos, F.P. Alvarez-Rabanal

544 Slow-Moving Landslide Damage Assessment of Historic Masonry Churches: some Case-Studies in Italy

C. Ferrero, L. Cambiaggi, A. Fenialdi, P. Roca, R. Vecchiattini, C. Calderini

611 Non-Destructive Techniques in the Consolidation Works of the Church of S.M. of Itria in Piazza Armerina (Italy) T. Basirico, S. Campione, A. Cottone

623 Preliminary Structural Analysis of the Western Curtain Wall of Elmina Castle, Elmina, Ghana

M.N. dos Santos, S.A. Abelezele, K.A. Korslund, R.T. Cecil, S. Tezcan, R. Perucchio

628 A Preliminary Structural Survey of Heritage Timber Log Houses in Tonsberg, Norway A. Shabani, H. Hosamo, V. Plevris, M. Kioumarsi

643 Restoration of the Queen Victoria Market Sheds E-F and J-M, Melbourne, Australia J. Hettinga

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S25- Interdisciplinary projects and case studies (2)

675 The Use of a Building Information Model to Support Seismic Analysis: Application to the National Palace of Sintra, Portuga

M. Ponte, R. Bento, R. Machete , M. Godinho, A. B. Goncalves, A. P. Falcao

676 Soil Settlement and Uplift Damage to Architectural Heritage Structures in Belgium: Country-Scale Results from an InSAR-Based Analysis

A. Drougkas, E. Verstrynge, K. Van Balen, M. Shimoni, T. Croonenborghs, R. Hayen, P. Y. Declercq, J. Walstra

696 Documentation and Structural Appraisal of the Medieval Manor of Potamia, Cyprus: an Interdisciplinary Approach

R. Illampas, D. Myrianthefs, D. Nicolaou, V. Lysandrou, M Philokyprou, G. Papasavvas, I. Ioannou

709 Design of Protective Structures for Active Archeological Sites M. Petrovic, I.D. Ilic, N.M. Dzombic, N.D. Sekularac

722 Application of Geophysical Prospecting Methods for Soil Structure Characterization of the Cathedral of Santo Domingo, Dominican Republic

J. Perez-Cuevas, V. Flores-Sasso, E. Prieto-Vicioso, L. Ruiz-Valero, S. Sandoval

733 Research on Architectural Form and Structural Performance of the Brick-Vault Hall Heritage in China. A case study of Yongzuo Temple Q. Chun, Y. Lin, C. Zhang

763 Cultural Heritage Exposed to Natural Hazards: the Case Study of the Convent of San Domenico in Maiori R. Landolfo, C. Tarantino, F. Portioli, L. Cascini

771 Diagnosis of an Unusual Structural Instability: the Case Study of the Cathedral of San Lorenzo in Viterbo M. Candela, M. Eichberg, C. Tarantino

772 Preserving Historic Bearing Structures by Prudent Integration in New Structures M. Mosoarca, V. Stoian, M. Florea, M. Niculescu, M. Palade

815 Determining Qualities of Photogrammetric Models for the Use of Monitoring Movements in Stone Candis in Central Java D. Grandits, L. Stampfer, E. Kodzoman, A. Setyastuti, U. Herbig

845 The Dar al Consul Complex in Jerusalem: Improving the Living Conditions and the Structural Capacity

F. Casarin, L. Di Marco, M. Mocellini, R. Sidawi, P. Dahabreh, A.K. Taweel

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S26- Interdisciplinary projects and case studies (3)

847 The Restoration Interventions of “Forte Marghera” in Venice F. Casarin, R. Cianchetti, T. Dalla Via, M. Meggiato, M. Mocellini

850 Seismic Vulnerability Assessment of a 17th Century Colonial Adobe Church in the Central Valley of Chile N.C. Palazzi, G. Misseri, L. Rovero, J.C. de la Llera

899 The Plaster Ceilings of Buckingham Palace and Windsor Castle: Their Construction, Condition and Conservation S. Brookes, K. Clark, R. Frostick, R. Ireland, L. Randall

927 Adaptation of a Mid-Nineteenth Century Representative University Building to Office Functions J. Szolomicki, M. Minch, G. Dmochowski, P. Berkowski

971 Claudius Aqueduct in Rome - Kinematic Analyses and Empirical Experiences for the Definition of Structural Restoration Interventions F. De Cesaris

973 Assessment of Tunneling Induced Damage on Historical Constructions Through a Fully Coupled Structural and Geotechnical Approach A. Amorosi, M. Sangirardi, G. De Felice, S. Rampello

996 The Restoration of the Medieval Walls of San Ginesio: a Dedicated Study for the Conservation, Repair and Enhancement of an Important Military Fortification

M. Saracco, F. Mariano, A.A. Giuliano, L. Petetta, F. Piccinini

1010 Vulnerability Assessment of Italian Rationalist Architecture: Two Case Studies P. Bernardi, R. Cerioni, E. Coisson, E. Michelini

1043 Constructive Analysis and Modelling of a Single Nave Church: a Proposal for S. Sebastiano (EN, Italy) A. Lo Faro, V. Cusmano, B. Panto, F. Cannizzaro

1062 Automated Model Updating of a Masonry Historical Church Based on Operational Modal Analysis: the Case Study of San Giovanni in Macerata S. Santini, C. Baggio, E. Da Gai, V. Sabbatini, C. Sebastiani

1064 Structural Assessment of Cultural Heritage Buildings Using HBIM and Vibration-Based System Identification A. Cali, A. Saisi, C. Gentile

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S27 - Interdisciplinary projects and case studies (4)

1082 The Bridge Over the Adda River in Brivio: History, Full-Scale Testing and FE Modelling G. Zonno, C. Gentile

1099 Effect of Slow-Moving Landslides on Churches in the Liguria Region: a Geotechnical Approach L. Cambiaggi, C. Ferrero, R. Berardi, C. Calderini, R. Vecchiattini

1102 Studying a Masonry Sail Vault by Antonio da Sangallo the Elder in the Fortezza Vecchia in Livorno F. Barsi, D. Aita, R. Barsotti, D. Ulivieri, S. Bennati

1105 Interdisciplinary Assessment, Analysis and Diagnosis of a Historic Timber Roof Structure From the 20th Century B. Isopescu, A. Keller, V. Stoian, M. Mosoarca

1110 Parameter Evaluation in Historical Construction: From Sensitivity Analysis to the Test Planning A. Cali, P. Dias De Moraes, A. Do Valle

1146 Static Analysis of a Masonry Arched and Buttressed Retaining Wall D.. Dogu, C. Molins, N. Makoond 1161 Reconstructing the Indoor Climate of Historic Buildings W. Stumpf

1174 An Interdisciplinary Approach for the Experimental Assessments of the Seismic Safety of Artworks

A. Di Martino, G. Cocuzza Avellino, E. Paterno, F. Cannizzaro, I. Calio, G. Gianfriddo, R. Valenti, N. Impollonia

1180 Typological Characterization of Ancient Town Walls for Disaster Prevention and Mitigation. The MO.M.U. Project

A. De Falco, F. Giuliani, D. Ladiana, L. Rjolli, D. Bordo, F. Gaglio, M. Di Sivo

545 Identification and Assessment of the Seismic Behaviour of Giotto‘s Bell Tower in Florence (Italy) P. Spinelli, M. Betti

1103 Characterization of historic mortar samples and period analysis: a case study E. Erdogmus, M. H. Turan, J. Freedland, A. Gaggioli, M. Hoff

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S28 - Interdisciplinary projects and case studies (5)

723 Comparison Methodologies and Intervention for two Masonry Churches Affected after the 2017 Earthquake in Mexico M. Esponda, J. Cooke

555 Static and Dynamic Load Test of Liben Bridge Over Vltava River in Prague and Concept of Repair P. Tej, J. Mourek, M. Blank

818 A Protected Landmark Monument: Reinforcement, Rehabilitation, and Restoration of the Cathedral Basilica of Manizales O. D. Cardona, S. D. Prieto

531 Conservation Beyond Consolidation for Prehistoric Monuments: Finding Narratives from Archaeology to Architecture for Scottish Brochs C. Liu, D. Theodossopoulos

854 The Modern Impossibility of Making Art like That of the Past. Intervention Proposal for the Temple of San Juan Bautista, Tochimilico, Puebla, Mexico E. Vera

879 Renovation of 16th Century Salt House Roof (Lubań, Lower Silesia, Poland) – Case Study K. Alykow, M. Napiorkowska-Alykow

982 The Reuse of Housing Buildings in Barcelona. The Versatility of Old Constructive Structures M. Maria, X. Monteys

769 The Influence of Civil Works on Heritage Architecture, El Vergel, Cuenca - Ecuador G. Barsallo, F. Cardoso, E. Sinchi, T. Rodas, M.C Achig

789 Thermal Behavior Assessment of Two Types of Roofs of the Dominican Vernacular Housing E. Prieto-Vicioso, L. Ruiz-Valero, V. Flores-Sasso

864 Study on Causative Agents of Damage in the Costa Rican Caribbean Architecture from a Multidisciplinary Perspective K. Garcia-Baltodano, D. Porras-Alfaro, I. Hernandez-Salazar

916 Betang, a Traditional House of the Dayak Ngaju in Borneo Its Space Related to Structure M. Guntur, K. R. Kurniawan

802 Standard Gravity and Wind Load Analysis on 103-years old Unreinforced Masonry Building A. Kumar, K. Pallav

525 Restoration Authenticity or Reality - A Case Study D. Biggs

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ORGANIZING COMMITTEE

Pere Roca Technical University of Catalonia

Paulo Lourenço University of Minho

Climent Molins Technical University of Catalonia

Claudio Modena University of Padova

Luca Pelà Technical University of Catalonia

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SCIENTIFIC COMMITTTEE

NATIONAL MEMBERS

• Jose M. Adam, Polytechnic University of Valencia • Ernest Bernat, Polytechnic University of Catalonia • Pedro Calderón, Polytechnic University of Valencia • Miguel Cervera, Polytechnic University of Catalonia • Victor Compán, University of Seville • Leire Garmendia, University of the Basque Country • Lluis Gil, Polytechnic University of Catalonia • Pilar Giráldez, University of Barcelona • Salvador Ivorra, University of Alicante • Miquel Llorens, University of Girona • Ignacio Lombillo, University of Cantabria • Camilla Mileto, Polytechnic University of Valencia • Javier Mosteiro, Technical University of Madrid • Belén Riveiro, University of Vigo • Savvas Saloustros, Polytechnic University of Catalonia • Fernando Vegas, Polytechnic University of Valencia • Marius Vendrell, University of Barcelona

INTERNATIONAL MEMBERS

• Rafael Aguilar, Pontifical Catholic University of Peru • Takayoshi Aoki, Nagoya City University • Alessandra Aprile, University of Ferrara • Oriol Arnau, National Autonomous University of Mexico • Görün Arun, Yildiz Technical University • Hiram Badillo, Autonomous University of Zacatecas • Andrea Benedetti, University of Bologna • Rita Bento, University of Lisbon • Katrin Beyer, Swiss Federal Institute of Technology in Lausanne

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• Rubén Boroschek, University of Chile • Guido Camata, University of Chieti-Pescara • Claudia Cancino, Getty Conservation Institute • Eva Coïsson, University of Parma • Dina D'Ayala, University College London • Gianmarco de Felice, Roma Tre University • Gianfranco de Matteis, University of Campania • Matthew DeJong , University of California at Berkeley • Milos Drdácký , Institute of Theoretical and Applied Mechanics • Khalid El Harrouni, National School of Architecture • Ahmed Elyamani, Cairo University • Yohei Endo, Shinshu University • Mariana Esponda, Carleton University • Antonio Formisano, University of Naples Federico II • Dora Foti, University of Bari • Enrico Garbin, University of Padova • Giorgia Giardina, University of Cambridge • Toshikazu Hanazato, Mie University • Mehrdad Hejazi, University of Isfahan • Marcela Hurtado, Federico Santa María Technical University • Jason Ingham, University of Auckland • Wolfram Jager, Techincal University Dresden • Stephen J. Kelley, SJK Inc. • Debra Laefer, New York University • Sergio Lagomarsino, University of Genova • Alessandra Marini, University of Bergamo • Guillermo Martínez, Michoacan University of Saint Nicholas of Hidalgo • Arun Menon, Indian Institute of Technology Madras • Gabriele Milani, Polytechnic University of Milan • John Ochsendorf, Massachusetts Institute of Technology

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• Daniel Oliveira, University of Minho • Fernando Peña, National Autonomous University of Mexico • Andrea Penna, University of Pavia • Maurizio Piazza, University of Trento • Mariapaola Riggio, Oregon State University • Jan Rots, Delft University of Technology • Antonella Saisi, Polytechnic University of Milan • Cristián Sandoval, Pontifical Catholic University of Chile • Vasilis Sarhosis, The University of Leeds • Yaacov Schaffer, Israel Antiquities Authority • Nigel Shrive, University of Calgary • Marek Sklodowski, Institute of Fundamental Technological Research • Pierre Smars, National Yunlin University of Science and Technology • Luigi Sorrentino, Sapienza University of Rome • Enrico Spacone, University of Chieti-Pescara • Nicola Tarque, Pontifical Catholic University of Peru • Adrienn Tomor, University of the West of England • Daniel Torrealva, Pontifical Catholic University of Peru • Maria Rosa Valluzzi, University of Padova • Koenraad Van Balen, KU Leuven • Humberto Varum, University of Porto • Els Verstrynge, KU Leuven • Elizabeth Vintzileou, National Technical University of Athens • Roko Žarnić, University of Ljubljana

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REVIEWERS’ PANEL

• Daniela Addessi • Maurizio Angelillo • Jesus Bairán • Elisa Bertolesi • Maria Bostenaru • Giuseppe Brando • Manuel Buitrago Moreno • Albert Cabané • Chiara Calderini • Ivo Caliò • Lorenzo Cantini • Silvia Caprili • Giuliana Cardani • Claudia Casapulla • Rosario Ceravolo • Francesca Ceroni • Francesco Clementi • Camilla Colla • Cossima Cornadó • Sara Dimovska

• Anastasios Drougkas • Virginia Flores Sasso • Aguinaldo Fraddosio • Donald Friedman • Stefano Galassi • Larisa García-Ramonda • Lucia Garijo • Carmelo Gentile • Lorenzo Jurina • Philip Karklbrenner • David López • Jose Machado • Nirvan Makoond • Nuno Mendes • Andronki Miltiadou • Bernt Mittnacht • Tom Morrison • Marius Mosoarca • Juan Murcia • Federica Ottoni

• Bartolomeo Pantò • Marisa Pecce • Chiara Pepi • Elisa Poletti • Bora Pulatsu • Enrico Quagliarini • Luisa Rovero • Nicola Ruggieri • Santiago Sanchez • Mario Santana • Michel Schuller • Jorge Segura • Vincenzo Sepe • Alberto Taliercio • Dimitris Theodossopoulos • Filippo Ubertini • Giuseppina Uva • Graça Vasconcelos • Maria Belén Jiménez • Chiara Ferrero

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SUPPORTING INSTITUTIONS

Universitat Politècnica de Catalunya (UPC), Barcelona, Spain

Center for Numerical Methods in Engineering (CIMNE), UPC, Spain

International Council on Monuments and Sites (ICOMOS)

International Scientific Committee for Analysis and Restoration of Structures of Architectural Heritage of ICOMOS (ICOMOS/ISCARSAH)

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SPONSORS

PRO_SAM is a plugin which connects PRO_SAP with SAM II solver, a powerful tool for pushover analysis of new and existing structures. SOLVER RELIABILITY SAM II, conceived by Prof. Magenes, Eng. Manzini and Eng. Morandi, is a well-known and robust non-linear solver highly referenced in international literature. CODES OF PRACTICE Eurocode 8, Italian codes. MATERIALS Unreinforced and reinforced masonry, reinforced concrete and generic linear materials. LOCAL FAILURE MECHANISMS Automatic geometry interfacing with PRO_CineM for kinematic linear and non-linear analyses. LINEAR ANALYSIS Automatic generation of plate and shell linear model from the equivalent frame. FREE PRO_SAM is free for students, scholars or scientific research.

Asdea Software S.r.l. is part of the burgeoning ASDEA brand, which includes ASDEA S.r.l. and ASDEA Hardware. We are a software development company staffed with engineers, researchers, and software developers. Our goal is to provide innovative software solutions customized for clients and of original in-house design for numerical simulation and data visualization. We are the company behind the revolutionary software STKO (Scientific ToolKit for OpenSees). More than just a simple GUI, STKO features a Python scripting interface, meaning that users can customize and program the already powerful pre and postprocessors as needed, harnessing the full power of OpenSees.

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CALSENS develops state-of-the-art fiber-optic sensors and designs, deploys and operates structural health monitoring (SHM) solutions to monitor bridges, buildings and vehicles (ships, airplanes, UAV), among other structures. Our services are based on constant research and innovation, creating products and services at the frontier of knowledge. CALSENS services cover the full process of monitoring. Starting from the modelling of structural behavior and choice of control parameters, continuing with the election, design, fabrication and installation of the sensors and sensing system, until the processing, interpretation and evaluation of the data. CALSENS has a multidisciplinary team with a high degree of expertise in the fields of civil engineering, photonic technologies, signal processing, materials engineering or computing.

Kerakoll is the international leader in the GreenBuilding sector, providing solutions that safeguard the health of both the environment and the people.

The company mission is to embrace and promote GreenBuilding as the new low environmental impact approach to building and promote higher quality homes around the world through the use of eco-friendly building materials and innovative solutions. Since 1968 – when the Group was founded in Sassuolo– Kerakoll has been pursuing a clear course of development in Italian and international markets for building materials, that has taken the company to the forefront of the GreenBuilding industry and to a level of technological supremacy famous around the globe.

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S.T.A. DATA, founded in 1982 by Adriano Castagnone, civil and structural engineer since 1978, and pioneer of scientific software for structural engineering, is composed of more than 20 people, all highly qualified professionals. Our aim is to offer software for structural calculation that allow designers to face everyday work with simplicity and effectiveness.

S.T.A. DATA offers 3Muri Project, developed specifically for masonry.

In fact, it is not a generic Finite Element software adapted for masonry structures; 3Muri Project was born from the specific research for these structures and captures all the characteristics to obtain a safe and reliable calculation of historical, existing and new buildings.

IRS is a smart Engineering, Research and Development company founded by a group of engineers in 1993. IRS Structural Health Monitoring division designs, develops and integrates automated systems for mechanical and structural monitoring. Thanks to technological innovation, advanced modeling and design as well as professional production and after the sales service it provides a complete suite of structural health monitoring solutions. Monitoring versions are both portable versions for laboratory tests and for one shot structural assessments and long term and in situ applications like historical sites, buildings, bridges, dams and tunnels. IRS is part of a group of companies including MeasureIT, with whom provides consultancy and sales of precision sensor and data acquisition systems. Websites: IRS Structural Health Monitoring and Measureit Systems