2008 SEISMICENGINEERINGCONFERENCECOMMEMORATING THE

1908 MESSINA ANDREGGIO CALABRIAEARTHQUAKEReggio Calabria Italy 8-11 July2008

PART ONE

EDITORSAdolfo SantiniNicola Moraci

University of Reggio Calabria, Italy

CONTENTS

Preface xxiCommittees and Sponsors xxiii

SPECIAL SESSIONS

STEEL SHEAR WALLS FOR SEISMIC APPLICATIONS

Chair: Prof. Abolhassan Astaneh-Asl — University of California at Berkeley, USAChair: Prof. Federico Mazzolani — University of Naples "Federico II", Italy

Steel Shear Walls, Behavior, Modeling and Design 5A. Astaneh-Asl

Aluminum Shear Panels for Seismic Protection of Framed Structures:Review of Recent Experimental Studies 19

G. De Matteis, G. Brando, S. Panico, and F. M. MazzolaniRC Structures Strengthened by Metal Shear Panels: Experimentaland Numerical Analysis 27

G. De Matteis, A. Formisano, and F. M. MazzolaniDevelopment of Partially Encased Composite Columns for Use inSteel Shear Walls for Seismic Applications 35

R. G. DriverSteel Plate Shear Walls: Efficient Structural Solution for SlenderHigh-Rise in China 43

N. Mathias, M. Sarkisian, E. Long, and Z. Huang

SEISMIC RETROFITTING FOR THE MONUMENTAL CULTURAL HERITAGEIN THE MEDITERRANEAN BASIN

Chair: Prof. Fabio Casciati — University of Pavia, Italy

Retrofitting Heritage Buildings by Strengthening or Using SeismicIsolation 53

M. Danieli, J. Bloch, and Y. RibakovSeismic Protection of an Ancient Aqueduct Using SMA Devices 61

C. Z. Chrysostomou, T. Demetriou, A. Stassis, and K. HamdaouiDynamic and Fatigue Analysis of an 18th Century Steel Arch Bridge 69

N. Boumechra and K. HamdaouiAssessment of the Structural Conditions of the "San Clemente aVomano"Abbey 76

F. Benedettini, R. Alaggio, and F. FuscoIntegrated Approach to Repair and Seismic Strengthening of MustafaPasha Mosque in Skopje 84

V. Sendova, P. Gavrilovic, and B. Stojanoski

v-

Vulnerability Assessment of Medieval Civic Towers as a Tool forRetrofitting Design 92

S. Casciati and L. FaravelliAdvanced Techniques for Seismic Protection of Historical Buildings:Experimental and Numerical Approach 100

F. M. Mazzolani 'Seismic Risk Mitigation of Historical Minarets Using SMA Dampers 110

A. G. El-Attar, A. M. Saleh, and I. R. El-Habbal

STRUCTURAL CONTROL AND MONITORING

Chair: Prof. Lucia Faravelli - University of Pavia, Italy

A System Identification and Change Detection Methodology forStochastic Nonlinear Dynamic Systems... 121

H.-B. Yun, S. F. Masri, and J. P. CaffreyDiscrete-Time ARMAv Model-Based Optimal Sensor Placement 129

W. Song and S. J. DykeRecent Advances in Structural Vibration and Failure Mode Controlin Mainland China: Theory, Experiments and Application 137

H. Li and J. OuSeismic Integrity of a Long Span Bridge with Tower-Deck Buffers 145

F. Casciati and F. GiulianoSemiactive Control Using MR Dampers of a Frame Structure underSeismic Excitation 153

V. Gattulli, M. Lepidi, F. Potenza, and R. CarneiroSmart Structures with Fibre-Optic Technologies 162

A. Del Grosso, D. Zangani, and T. MesserveyOn the Effectiveness of Smart Technologies in the Seismic Protectionof Existing Buildings Part I: Masonry Structures 170

A. Mandara, F. Ramundo, and G. SpinaOn the Effectiveness of Smart Technologies in the Seismic Protectionof Existing Buildings Part II: Reinforced Concrete Structures 178

A. Mandara, F. Ramundo, and G. Spina

CONFERENCE TOPICS

SITE CHARACTERIZATION, MICROZONATION AND SITE EFFECTS

Site Effect and Expected Seismic Performance of Buildings inPalestine - Case Study: Nablus City 191

J. N. Al-Dabbeek and R. J. El-KelaniSeismic Response of Alluvial Valleys to SH Waves 199

E. Ausilio, E. Conte, arid G. Dente

The Resonance of the Surface Waves. The H/V Ratio in theMetropolitan Area of Bucharest 207

S. F. Balan, C. O. Cioflan, B. F. Apostol, D. Tataru, and B. GrecuProbabilistic Simulation of Territorial Seismic Scenarios 216

A. Baratta and I. CorbiInteraction between the Himalaya and the Flexed Indian Plate -Spatial Fluctuations in Seismic Hazard in India in the PastMillennium? . . .224

R. Bilham and. W. SzeligaGeotechnical Seismic Hazard Evaluation at Sellano (Umbria, Italy)Using the GIS Technique 232

P. Capilleri and M. MaugeriSite Response Analysis of the Monte Po Hill in the City of Catania 240

A. Cavallaro, A. Ferraro, S. Grasso, and M. MaugeriOne-Dimensional Seismic Response of Two-Layer Soil Deposits withShear Wave Velocity Inversion 252

Y. Ding, A. Pagliaroli, and G. LanzoOn the Tsunami Wave—Submerged Breakwater Interaction 260

P. Filianoti and R. PiscopoSeismic Hazard Assessment of Tehran Based on Arias Intensity 270

G. G. Amiri, H. Mahmoodi, and S. A. R. AmreiEvaluation of Horizontal Seismic Hazard of Shahrekord, Iran 277

G. G. Amiri, M. R. Dehkordi, S. A. R. Amrei, and.M. K. KamaliEarthquake Risk Management of Underground Lifelines in the UrbanArea of Catania ; 284

S. Grasso and M. MaugeriKeeping the History in Historical Seismology: The 1872 OwensValley, California Earthquake 293

S. E. HoughSensitivity of Base-Isolated Systems to Ground MotionCharacteristics: A Stochastic Approach 300

Y. Kaya and E. SafakPredictive Equations to Estimate Arias Intensity and CumulativeAbsolute Velocity as a Function of Housner Intensity 309

J. E. Martinez-Rueda, G. Moutsokapas, and E. Tsantali.Effects of Wave Propagation Direction on the Evaluation of TorsionalMotion 317

G. R. Nouri and H. IgelThe Uncertainty in the Local Seismic Response Analysis 321

A. Pasculli, A. Pugliese, R. W. Romeo, and T. SanoCerreto di Spoleto (Umbria-Italy): Seismic Amplification at the ENEALocal Array Stations 329

D. RinaldisSite Characterization of Italian Strong Motion Recording Stations 338

G. Scasserra, J. P. Stewart, R. E. Kayen, and G. Lanzo

vii

Engineering Seismic Base Layer for Denning Design EarthquakeMotion '. 346

N. YoshidaShear Wave Velocities from Noise Correlation at Local Scale 354

G. De Nisco, C. Nunziata, F. Vaccari, and G. F. PanzaLow-Frequency Seismic Ground Motion at the Pier Positions of thePlanned Messina Straits Bridge for a Realistic Earthquake Scenario 362

A. A. Gusev, V. Pavlov, F. Romanelli, and G. F. PanzaEvaluation of Liquefaction Potential for Building Code 370

C. Nunziata, G. De Nisco, and G. F. PanzaRealistic Ground Motion Scenarios: Methodological Approach 378

C. Nunziata, A. Peresan, F. Romanelli, F. Vaccari, E. Zuccolo, andG. F. Panza

Seismic Vulnerability Assessment for Massive Structure: Case Studyfor Sofia City < ..386

I. Paskaleva, G. Koleva, F. Vaccari, and G. F. PanzaApplication of the Neo-Deterministic Seismic MicrozonationProcedure in Bulgaria and Validation of the Seismic Input againstEurocode 8 .394

I. Paskaleva, M. Kouteva, F. Vaccari, and G. F. PanzaRecent Achievements of the Neo-Deterministic Seismic HazardAssessment in the CEI Region 402

G. F. Panza, M. Kouteva, F. Vaccari, A. Peresan, C. O. Cioflan,F. Romanelli, I. Paskaleva, M. Radulian, K. Gribovszki, M. Herak,A. Zaichenco, G. Marmureanu, P. Varga, and M. Zivcic

SOIL LIQUEFACTION AND LIQUEFACTION COUNTERMEASURES

Prediction of Liquefaction Potential of Dredge Fill Sand by DCP andDynamic Probing 413

M. J. Alam, A. K. Azad, and Z. RahmanSome Important Aspects of Physical Modelling of Liquefaction in l-.gShaking Table 419

M. J. Alam and I. TowhataA Potential Cost Effective Liquefaction Mitigation Countermeasure:Induced Partial Saturation .' 427

H. Bian, Y. Jia, and I. ShahrourLiquefaction Potential Assessment of Silty and Silty-Sand Deposits:A Case Study 434

D. Lo Presti and N. SquegliaEfficiency of Micro-Fine Cement Grouting in Liquefiable Sand 442

M. Mirjalili, A. Mirdamadi, and A. AhmadiEffect of Initial Fabric on Cyclic and Monotonic Undrained ShearStrength of Gioia Tauro Sand 448

• D. Porcino and V. Marciano

viii

Estimation of the Uplift Displacement of a Sewage Manhole inLiquefied Ground 456

T. Tobita, S. Iai, G.-C. Kang, S. Hazazono, and Y. KonishiRelationship between Recurrent Liquefaction Induced Damage andSubsurface Conditions in Midorigaoka, Japan 464

K. Wakamatsu and N. Yoshida

SLOPE, EMBANKMENTS, DAMS AND WASTE FILLS

Prediction of Seismic Slope Displacements by Dynamic Stick-SlipAnalyses 475

E. Ausilio, A. Costanzo, F. Silvestri, arid G. TropeanoA GLE Multi-Block Model for the Evaluation of SeismicDisplacements of Slopes 485

V. Bandini, E. Cascone, and G. BiondiHydromechanics Behavior of Dam with Core by Taking into Accountthe Effect of Contact 493

A. Bekkouche, Z. Benadla, Y. Houmadi, and M. GhefirEvaluation of Pseudo-Static Coefficients According to Performance-Based Criteria 501

G. Biondi, E. Cascone, and M. MaugeriOne-Dimensional Seismic Analysis of a Solid-Waste Landfill 509

F. Castelli, V. Lentini, and M. MaugeriUse of Reinforced Lightweight Clay Aggregates for LandslideStabilisation 517

V. HerleSlope Stability Analysis in Seismic Areas of the Northern Apennines(Italy) 525

D. Lo Presti, T. Fontana, and D. MarchettiAssessment of Slope Stability and Interference of StructuresConsidering Seismity in Complex Engineering-Geological ConditionsUsing the Method of Finite Elements 535

P. Menabdishvili and N. EremadzeDynamic Slope Stability Analysis of Mine Tailing Deposits: The Caseof Raibl Mine ; 542

R. Meriggi, M. Del Fabbro, E. Blasone, and E. ZilliSeismic Analysis of a Rockfill Dam by FLAC Finite Difference Code 550

L. Miglio, A. Pagliaroli, G. Lanzo, and S. MilizianoEffect of Sediment on Dynamic Pressure of Gravity Dams Using anAnalytical Solution 558

M. P. Khiavi, A. R. M. Gharabaghi, and K. Abedi

IX

FOUNDATIONS AND SOIL-STRUCTURE INTERACTION

Finite Element Modeling of a Shaking Table Test to Evaluate theDynamic Behaviour of a Soil-Foundation System 569

G. Abate, M. R. Massimino, and M. MaugeriVibration Based Wind Ttobine Tower Foundation Design UtilizingSoil-Foundation-Structure Interaction.' 577

M. Al Satari and S. HussainThe Impact of Dam-Reservoir-Foundation Interaction on NonlinearResponse of Concrete Gravity Dams 585

A. Amini, M. H. Motamedi, and M. GhaemianInfluence of the Soil-Structure Interaction on the Design of Steel-Braced Building Foundation 595

A. Azarbakht and M. G. AshtianyNonlinear Seismic Response of Single Piles 602

R. Cairo, E. Conte, and G. DenteSoil-Structure Interaction in the Seismic Response of CoupledWall-Frame Structures on Pile Foundations. 610

S. Carbonari, F. Dezi, and G. LeoniNumerical Analysis of Kinematic Soil-Pile Interaction 618

F. Castelli, M. Maugeri, and G. MylonakisKinematic Interaction and Rocking Effects on the Seismic Responseof Viaducts on Pile Foundations 626

F. Dezi, S. Carbonari, and G. LeoniThe Frequency and Damping of Soil-Structure Systems withEmbedded Foundation 634

M, A. Ghannad, M. T. Rahmani, and H. JahankhahEffects of Soil-Structure Interaction on Response of StructuresSubjected to Near-Fault Earthquake Records 642

M. A. Ghannad, A. Amiri, and S. F. GhahariComparing of Normal Stress Distribution in Static and Dynamic Soil- 'Structure Interaction Analyses 650

A. Kholdebarin, A. Massumi, M. Davoodi, and H. R. TabatabaiefarAnalysis of the Interface Behavior under Cyclic Loading 658

G. MortaraDesign of Bridges for Non Synchronous Seismic Motion 666

C. Nuti and I. VanziAnalytical Solutions for the Seismic Response of UndergroundStructures under SH Wave Propagation 674

C. Smerzini, J. Aviles, F. J. Sanchez-Sesma, and R. Paolucci

EARTH RETAINING STRUCTURES AND GEOSYNTHETICS

The Infuence of Seismic Amplification and Distanced Surcharge onthe Active Thrust on Earth-Reinforced Walls 687

G. Biondi, F. Grassi, and M. Maugeri

The DDBD Method in the A-Seismic Design of Anchored DiaphragmWalls * . . . . . • • 695

M. Cecconi, V. Pane, and S. VecchiettiParametric Study of Cantilever Walls Subjected to Seismic Loading. 703

C. Comina, M. Corigliano, S. Foti, C. G. Lai, R. Lancellotta, F. Leuzzi,G. L. D. Nicosia, R. Paolucci, A. Pettiti, P. N. Psarropoulos, and O. Zanoli

Seismic Behavior of Geogrid Reinforced Slag Wall 711A. Edincliler, G. Baykal, and A. Saygih

Effective Parameters on Seismic Design of Rectangular UndergroundStructures 719

G. G. Amiri, N. Maddah and B. MohebiCalcium Stabilized and Geogrid Reinforced Soil Structures in SeismicAreas 727

P. Rimoldi and E. Intra

CODES AND GUIDELINES

Seismic Safety of Simple Masonry Buildings 737M. Guadagnuolo and G. Faella

Experimental Data and Guidelines for Stone Masonry Structures:A Comparative Review 745

A. RomanoComparative Study on Code-Based Linear Evaluation of an ExistingRC Building Damaged during 1998 Adana-Ceyhan Earthquake 753

A. E. Toprak, F. G. Giilay, and P. RugeCalculation Method of Lateral Strengths and Ductility Factors ofConstructions with Shear Walls of Different Ductility 761

N. Yamaguchi, M. Nakao, M. Murakami, and K. Miyazawa

STRUCTURAL ENGINEERING

The Damaging Effects of Earthquake Excitation on Concrete CoolingTowers 771

F. Abedi-Nik and S. Sabouri-GhomiNon Linear Step by Step Seismic Response and the Push OverAnalysis Comparison of a Reinforced Concrete of Ductile Frames25 Level Building 779

J. A. Avila and E. MartinezSeismic Response of Masonry Plane Walls: A Numerical Study onSpandrel Strength 787

M. Betti, L. Galano, and A. VignoliInvestigations on Historic Centers in Seismic Areas: Guidelines forthe Diagnosis 795

L. Binda, G. Cardani, A. Saisi, C. Modena, and M. R. Valluzzi

xi

Basis of Design and Seismic Action for Long Suspension Bridges:The Case of the Messina Strait Bridge 803

F. BontempiNumerical Investigations on the Seismic Behaviour of ConfinedMasonry Walls 816

C. Calderini, S. Cattari, and S. LagomarsinoExperimental Analyses of Yellow Tuff Spandrels of Post-MedievalBuildings in the Naples Area 824

B. Calderoni, E. A. Cordasco, L. Guerriero, and P. LenzaA New Discrete-Element Approach for the Assessment of the SeismicResistance of Composite Reinforced Concrete-Masonry Buildings 832

I. Calio, F. Cannizzaro, E. D'Amore, M. Marietta, and B. PantoSome Comments on the Experimental Behavior of FRC Beams inFlexure 840

G. Campione, L. La Mendola, M. L. Mangiavillano, and M. PapiaSeismic Monitoring to Assess Performance of Structures in Near-RealTime: Recent Progress 848

• M. CelebiSeismic Energy Demand of Buckling-Restrained Braced Frames 856

H. Choi and J. KimA Methodology for Assessing the Seismic Vulnerability of HighwaySystems 864

F. Cirianni, G. Leonardi, and F. ScopellitiExperimental Tests and FEM Model for SFRC Beams under Flexuraland Shear Loads 872

P. Colajanni, L. La Mendola, S. Priolo, and N. SpinellaInfluence of Lateral Load Distributions on Pushover AnalysisEffectiveness .880

P. Colajanni and B. PotenzoneShear Strength Prediction by Modified Plasticity Theory for SFRCBeams 888

P. Colajanni, A. Recupero, and N. SpinellaShaking Table Tests Validating Two Strengthening Interventions onMasonry Buildings 896

G. De Canio, G. Muscolino, A. Palmeri, M. Poggi, and P. ClementeEarthquake Induced Damage Mechanism of Long Period StructuresUsing Energy Response 904

Y. Du and H. LiInfluence of Shear in the Non-Linear Analysis of RC Members 912

P. P. Diotallevi, L. Landi, and F. CardinettiNumerical Investigation of Reinforced Concrete Frames ConsideringNonlinear Geometric, Material and Time Dependent Effects withIncremental Construction Loadings 920

O. Esmaili, S. Epackachi, R. Mirghaderi, and A. A. Taheri BehbahaniSeismic Assessment of R/C Building Structure through NonlinearProbabilistic Analysis with High-Performance Computing 930

M. Faggella, A. Barbosa, J. P. Conte, E. Spacone, and J. I. Restrepo

Estimation of Characteristic Period for Energy Based Seismic Design 937B. Hancioglu, Z. Polat, and M. S. Kircil

Static Nonlinear Analysis in Concrete Structures 947A. Hemmati

A More Realistic Lateral Load Pattern for Design of ReinforcedConcrete Buildings with Moment Frames and Shear Walls 955

M. Hosseini and A. KhosahmadiThe Seismic Reliability of Offshore Structures Based on NonlinearTime History Analyses w 963

M. Hosseini, S. Karimiyani, A. Ghafooripour, and M. J. JabbarzadehThe Effect of Corrosion on the Seismic Behavior of Buried Pipelinesand a Remedy for Their Seismic Retrofit 971

M. Hosseini, S. Salek, and M. MoradiNonlinear Behavior of Reinforced Concrete Shear Walls Using MacroModel 979

A. Jalali and F. DashtiA Novel Approach for Modal Identification from Ambient Vibration 987

A. A. Kasimzade and S. TuhtaExperimental Evaluation of Beam to Diamond Box ColumnConnection with Through Plate in Moment Frames 995

F. Keshavarzi, R. Mirghaderi, S. Torabian, and A. ImanpourCrossing Active Faults on the Sakhalin II Onshore Pipeline Route:Pipeline Design and Risk Analysis 1004

P. Mattiozzi and A. StromCrossing Active Faults on the Sakhalin II Onshore Pipeline Route:Analysis Methodology and Basic Design 1014

L. Vitali and P. Mattiozzi "Experimental and Numerical Assessment of a New Alternative of RBSMoment Connection 1024

R. Mirghaderi, A. Imanpour, S. Torabian, and F. KeshavarziStudy on the Response Coefficient of Setback Structures Compared toRegular Moment Frame Structures 1034

S. R. Mirghaderi, B. Khafaf, and S. EpackachiEffect of Reduced Brace Section on Behavior of SCBF Bracings 1044

R. Mirghaderi and S. AhlehaghSeismic Assessment of High-Raised Designed Structures Based on2800 Iranian Seismic Code (Same as UBC1997) 1052

N. M. Gargari and R. MirgaderiNumerical Study of an Element of Structure of Building under theEffect of a Thermomechanical Loading 1061

A. Mokhtari and A. MammeriSecond-Order Inelastic Dynamic Analysis of 3D Semi-Rigid SteelFrames under Earthquake Loads with Three Components 1069

K. OzakgulSeismic Strengthening of Carpentry Joints in Traditional TimberStructures 1077

M. A. Parisi, C. Cordie, and M. Piazza

xiii

Road Surfaces and Earthquake Engineering: A Theoretical andExperimental Study ; 1085

F. G. PraticoA Multi-Objective Advanced Design Methodology of CompositeBeam-to-Column Joints Subjected to Seismic and Fire, Loads 1093

R. Pucinotti, F. Ferrario, and O. S. BursiPerspectives of Employment of Pultruded FRP Structural Elements inSeismic Engineering Field 1103

S. Russo and M. SilvestriThe Challenge of Centennial Earthquakes to Improve ModernEarthquake Engineering 1113

G. R. SaragoniAn Innovative Adaptive Pushover Procedure Based on Storey Shear 1121

K. Shaken and M. A. ShayanfarEvaluation of RC Bridge Piers Retrofitted using Fiber-ReinforcedPolymer (FRP) 1127

M. A. Shayanfar and M. S. ZarrabianThe Scientific Contribution by Arturo Danusso after the 1908Messina - Reggio Calabria Earthquake 1135

L. SorrentinoThree Dimensional Response Spectrum Soil Structure ModelingVersus Conceptual Understanding to Illustrate Seismic Response ofStructures 1143

A. R. TouqanA Scrutiny of the Equivalent Static Lateral Load Method of Designfor Multistory Masonry Structures 1151

A. R. Touqan and S. H. HelouA Comparison among Plastic Deformation Capacities of RC MembersAccording to International Codes 1159

C. Tripepi, G. Failla, A. Santini, and F. NuceraCollapse Mechanisms of Masonry Structures 1168

G. Zuccaro and M. Rauci

NUMERICAL METHODS

Dynamic Mechanical Response of Inclined Dry Granular Sand Strata 1179C. Di Prisco, F. Pisano, S. Imposimato, and C. Zambelli

Comparative Application of Capacity Models for SeismicVulnerability Evaluation of Existing RC Structures 1187

C. Faella, C. Lima, E. Martinelli, and E. NigroInvestigation of Deterioration Behavior of Hysteretic Loops inNonlinear Static Procedure Analysis of Concrete Structures withShear Walls 1195

G. G. Amiri, S. Amidi, and M. Khorasani

Numerical Study of the Effects of Preloading, Axial Loading andConcrete Shrinkage on Reinforced Concrete Elements Strengthenedby Concrete Layers and Jackets. 1203

A. P. Lampropoulos and S. E. DritsosNon Linear Analyses for the Evaluation of Seismic Behavior of MixedR.C.-Masonry Structures 1211

L. Liberatore, C. Tocci, and R. MasianiExact Integration of Uniaxial Elasto-Plastic Laws for NonlinearStructural Analysis 1219

F. Marmo, L. Rosati, and S. SessaNear-Fault Earthquake Ground Motion Prediction by a High-Performance Spectral Element Numerical Code 1227

R. Paolucci and M. StupazziniStatistical Linearization Based Estimation of the Peak Response ofNonlinear Systems Subject to the EC8 Design Spectrum 1236

P. D. Spanos and A. GiaralisOptimizing Structural Active Control Force Using the ExteriorPenalty Function Method 1245

M. R. Tavassoli and F. Amini

PASSIVE PROTECTION DEVICES AND SEISMIC ISOLATION

State of the Art of Development and Application of AntiseismicSystems in Japan 1255

T. Kamada and T. FujitaState of the Art of the Development and Application of Anti-SeismicSystems in Europe and Other Countries 1272

A. Martelli and M. ForniRecent Research and Application on Seismic Isolation, EnergyDissipation and Control for Structures in China 1294

F. L. Zhou, P. Tan, J. Cui, Q. L. Xian, L. S. Wei, and D. Y. HuangStructural Health Monitoring of a Bridge with Energy Dissipators 1312

C. Amaddeo, G. Benzoni, and E. D'AmoreUse of Shock Block Transmitters in the Structural Rehabilitation ofHistorical Buildings in Calabria and Sicily 1320

A. Bianco, M. Candela, and R. FontiMicrostructural Changes in Elastomers Seismic Devices 1330

M. BuonsantiTheoretical Model for Delamination in Elastomers Sandwich 1340

M. BuonsantiOn a Minimum Problem in Smectic Elastomers 1350

M. Buonsanti and P. GiovineShaking Table Tests on RC Frame with Dissipative Bracings 1358

M. G. Castellano, F. Balducci, and R. AntonucciOptimization Criteria in Design of Seismic Isolated Building 1366

P. Clemente and G. Buffarini

XV

Special Fluid Viscous Dampers for the Messina Strait Bridge 1374G. P. Colato, S. Infanti, and M. G. Castellano

Viscous-Fluid-Spring Damper Retrofit of a Steel Moment FrameStructure . 1381

S. Hussain, P. Van Benschoten, M. Al Satari, and S. LinTargeted Energy Transfer Phenomena in Vibro-Impact Oscillators 1390

Y. S. Lee, F. Nucera, A. F. Vakakis, D. M. McFarland, and L. A. BergmanDisplacement-Based Seismic Design Procedure for Framed Buildingswith Dissipative Braces Part I: Theoretical Formulation 1399

F. Mazza and A. VulcanoDisplacement-Based Seismic Design Procedure for Framed Buildingswith Dissipative Braces Part H: Numerical Results 1407

F. Mazza and A. VulcanoFriendly Protection of Houses by Affordable Isolation 1417

F. M. Mazzolani, A. Mandara, and S. FroncilloStructural Concept and Analysis of a 17-Story MultifunctionalResidential Complex with and without Seismic Isolation System 1425

M. Melkumyan and E. GevorgyanSeismic Design of Steel Structures with Lead-Extrusion Dampers asKnee Braces 1433

. H. S. Monir and A. NaserStudy, Development, and Design of Replaceable Shear Yielding SteelPanel Damper 1441

K. Murakami and M. KeiiSeismic Behaviour of Vertical Mass Isolated Structures 1449

M. Nekooei and M. ZiyaeifarDevelopment of Optimal Viscous Dampers for RC Structures hi NearField Ground Motions 1459

A. M. Puthanpurayil and P. ReynoldsExperimental Behavior of Carbon Fiber Reinforced Isolators 1467

G. Russo, M. Pauletta, A. Cortesia, and A. Dal BiancoA Seismic Isolation Application Using Rubber Bearings; HangarProject in Turkey .1475

H. Sesigur and F. CiliTHK: CLB Crossed Linear Bearing Seismic Isolators 1483

R. Toniolo

Seismic Performance of a Base Isolated Structure by Shake TableTests 1493

C. Yenidogan and E. Uckan

i

ADVANCED TECHNOLOGIES IN CONSTRUCTIONAND RETROFIT OF STRUCTURES

Seismic Behaviour of Masonry Vault-Slab Structures 1505C. Chesi, F. Butti, and M. Ferrari

Experimental Tests of a Real Building Seismically Retrofitted bySpecial Buckling-Restrained Braces 1513

M. D'Aniello, G. Delia Corte, and F. M. MazzolaniMaintenance of Functionality during Earthquakes: Structural andNon Structural Aspects 1521

E. Di DonatoReview on Seismic Rehabilitation of a 56-Story RC Tall BuildingHaving Shear Wall System Based on a Nonlinear DynamicPerformance Evaluation - 1530

S. Epackachi, O. Esmaili, S. R. Mirghaderi, and A. A. TaheriEvaluating the Dynamic Characteristics of Retrofitted RC Beams 1538

A. S. Ghods, M. R. Esfahani, and B. MoghaddasieRepair and Strengthening by Use of Superficial Fixed Laminates ofCracked Masonry Walls Sheared Horizontally—Laboratory Tests 1546

J. Kubica, A. Kwiecien, and B. ZajacSeismic Behavior and Retrofit of Concrete Columns of Old R.C.Buildings Reinforced with Plata Bars 1554

M. S. Marefat, K. K. Arani, S. M. H. Shirazi, and A. AmrollahiSeismic Rehabilitation of RC Frames by Using Steel Panels 1563

W. Mowrtage

SEISMIC RISK

Evaluation of the Seismic Vulnerability of Fortified Structures 1573A. Baratta, I. Corbi, and S. Coppari

Overview of Seismic Hazard and Vulnerability of Ordinary Buildingsin Belgium: Methodological Aspects and Study Cases 1581

A.-M. Barszez, T. Camelbeeck, A. Plumier, A. Sabbe, and H. WilquinSeismic Risk Assessment of Italian Seaports Using GIS 1591

A. Bartolomei, M. Corigliano, and C. G. LaiEvaluating a New Proxy for Spectral Shape to be Used as anIntensity Measure 1599

E. Bojorquez, I. Iervolino, and G. Manfrediof Uncertainty on Loss Estimates for a Repeat of the 1908

Messina-Reggio Calabria Earthquake in Southern Italy 1607G. Franco, B. M. Shen-Tu, A. Goretti, P. Bazzurro, and G. Valensise

Probabilistic Seismic Risk of the Territory of Bishkek City,Kyrgyzstan 1615

M. P. KamchybekovSeismic of the Territory Toktogul Reservoir, Kyrgyzstan 1624

M. P. Kamchybekov and K. YegemberdiyevaPerformance of Roads in Seismic Conditions: A Theoretical andExperimental Study 1633

F. G. PraticoObserved Seismic Vulnerability of Italian Buildings 1641

M. Rota, A. Penna, G. Magenes, and C. L. Strobbia

SISMA (Site of Italian Strong Motion Accelerograms): A Web-Database of Ground Motion Recordings for Engineering Applications 1649

G. Scasserra, G. Lanzo, J. P. Stewart, and B. D'EliaAnalysis Methodologies and Ameliorative Techniques for Mitigationof the Risk in Churches with Drum Domes 1657

G. Zingone, C. Calogero, and V. LicataSeismic Vulnerability Evaluations within the Structural andFunctional Survey Activities of the COM Bases in Italy 1665

G. Zuccaro, V. Albanese, F. Cacace, C. Mercuri, F. Papa, A. G. Pizza,S. Sergio, and M. Severino

STRUCTURAL SAFETY AND RELIABILITY

Multi-Hazard Risk Assessment of Structures Subjected to SeismicExcitation and Blast for the Limit State of Collapse 1677

D. Asprone, F. Jalayer, A. Prota, and G. ManfrediProbabilistic Assessment of Structural Seismic Damage for Buildingsin Mid-America 1685

J.-W. Bai, M. B. D. Hueste, and P. GardoniExtension of the DP-RS-Sim Hybrid Method to Time-VariantStructural Reliability Analysis 1693

M. Barbato, Q. Gu, and J. P. ConteEffect of Ground Motion Characteristics on the Seismic Response ofa Monumental Concrete Arch Bridge 1701

B. O. Caglayan, K. Ozakgul, and O. TezerModeling, Analysis, and Preservation Techniques for HistoricReinforced Concrete Structures in Seismic Prone Regions—CaseStudy: Augusta Airship Hangar, Sicily 1709

K. Cronin, T. Reiner, and C. WhyteStructural Identification and Seismic Analysis of an Existing MasonryBuilding 1719

E. Del Monte, L. Galano, B. Ortolani, and A. VignoliMasonry Infilling Effect on Seismic Vulnerability and PerformanceLevel of High Ductility RC Frames .". 1727

M. Ghalehnovi and H. ShahrakiSeismic Vulnerability and Performance Level of Confined Brick Walls 1738

M. Ghalehnovi and H. A. RahdarThe Effect of Shear Wall Distribution on the Dynamics of ReinforcedConcrete Structures 1747

S. H. Helou and A. R. TouqanA New Quantitative Method for the Rapid Evaluation of Buildingsagainst Earthquakes 1755

A. Mahmoodzadeh and M. M. MazaheriPushover, Response Spectrum and Time History Analyses of SafeRooms in a Poor Performance Masonry Building 1767

M. Mazloomxviii

Seismic Evaluation of Vulnerability for SAMA Educational Buildingshi Tehran ... , 1775

O. N. Amini and J. V. Amiri

STRUCTURAL DYNAMICS

Seismic Performance Evaluation of the Jacket Type OffshorePlatforms through Incremental Dynamic Analysis ConsideringSoil-Pile-Structure Interaction 1787

B. Asgarian, H. R. Shokrgozar, and A. S. TalarposhtiWave Dynamic Analysis of the Seismic Response of a ReinforcedConcrete Building 1795

R. Astroza and G. R. SaragoniWavelet Analysis on Detecting Pulse-Like Earthquakes 1803

A. Bosi, F. Mollaioli, and P. M. MarianoStochastic Seismic Analysis in the Messina Strait Area 1811

P. Cacciola, N. Maugeri, and G. MuscolinoSystem Identification of Burbank Six-Story Building UsingEarthquake Data 1819

E. D'Amore, A. Astaneh-Asl, and C. Amaddeo

Case Study of Expected Seismic Performance of an InstrumentedSteel Moment Frame Building 1827

E. D'Amore and A. Astaneh-AslModal Identification of 1:2 Scaled Model of a 4-Story Steel Structureby Impulse Excitation 1837

M. Davoodi, M. M. Abadi, and M. HessariRandom Response of Linear Hysteretic Damping 1845

C. FlorisNonlinear Behavior of RC Dual Ductility Mode Shear Walls 1854

M. S. R. Labafzadeh and M. ZiyaeifarEvaluation of the Seismic Performance of Masonry Buildings of the

"Gaioleiro", Lisbon (Portugal) 1863N. Mendes and P. B.Lourenco

Seismic Performance Evaluation of Steel Moment Resisting Frameswith WUF-B Connections 1871

K.-H. Moon and S.-W. HanSelecting Earthquake Records for Nonlinear Dynamic Analysis ofStructures. i 1879

M. E. RodriguezExperimental Estimation of Energy Damping during Free Rocking ofUnreinforced Masonry Walls—First Results 1888

L. Sorrentino, R. Masiani, and S. Benedetti

xix

URBAN PLANNING AND POLICIES FOR SEISMIC RISK REDUCTION

The Impact of Earthquakes on the City of Aigio in Greece. UrbanPlannhig as a Factor in Mitigating Seismic Damage 1899

E. Athanasopoulou, V. Despoiniadou, and S. DritsosSafety in Urban Environment and Emergency Notice Boards 1908

C. Confortini and M. TiraThe TRIPOD e-Learning Platform for the Training of EarthquakeSafety Assessment 1916

S. Coppari, G. Di Pasquale, A. Goretti, F. Papa, S. Papa, G. Paoli,A. G. Pizza, and M. Severino

Plannhig Tools for Seismic Risk Mitigation. Rules and Applications 1926R. G. De Paoli

Disaster Mitigation towards Sustainable Development in the OccupiedPalestinian Territories 1934

A. A. El-Atrash, H. S. Salem, and J. E. IsaacUrban Policies and Earthquake Risk Mitigation 1943

A. Sarlo

Prevention by Seismic Risk in the Ordinary Praxis of Governance.The Case of Historic Centres and Respective Policies and/orDedicated Tools 1951

P. Ugolini, F. Pirlone, F. Conelli, I. Spadaio, and F. CumboA Procedure for Seismic Risk Reduction in Campania Region 1959

G. Zuccaro, M. Palmieri, F. Maggio, S. Cicalese, V. Grassi, and M. Rauci

Author Index Al

xx