structural bracing systems
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Structural BracingTRANSCRIPT
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 1 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames 5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 2 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames 5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 3 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 4 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames 5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 5 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 6 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames 5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 7 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
9 Castlereagh Street, Sydney, Australia
External Truss
http://www.domaintoday.com.au/?q=node/44152
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 8 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
http://civilenggseminar.blogspot.de/2011/09/diagrid-language-of-modern-day-builder.html
Hearst Tower, NYC, USA
Diagrid System
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 9 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames
5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 10 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
http://www.fgg.uni-lj.si/~/pmoze/ESDEP/master/wg17/l0500.htm http://www.structurearchives.org/Archives/2009-2/F-Vancouver-Conv-Ctr-Simpson-FEb-09.pdf
Vancouver Convention Centre Extension Building:
Eccentric braced bay seismic resisting system with bases cast into foundation slab.
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 11 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
Roppongi Hills Mori Tower, Tokyo, Japan
Internal Excentric Diagonal Connection
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 12 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames 5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 13 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
http://archrecord.construction.com/resources/conteduc/archives/0202aisc-4.asp http://www.structuremag.org/wp-content/uploads/0613-ga-1.gif http://arcchicago.blogspot.de/2013/10/its-steelday-take-staggered-truss-to.html
Staggered Truss System
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 14 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
http://www.archdaily.com/530219/godfrey-hotel-valerio-dewalt-train-associates
Godfrey Hotel, Chicago
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 15 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames 5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 16 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
http://www.somfy-architecture.com/common/img/library/swiss-re-tower-2.jpg
Hearst Tower, NYC, USA
Diagrid System
building rectangular
Tube
St. Mary Axe (Swiss Re Building ) London
Diagrid System building a circular Tube
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 17 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames 5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 18 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
Outrigger System of the “U.S. Bank Center” (First Wisconsin Center) in Downtown Milwaukee, Wisconsin
http://www.fgg.uni-lj.si/~/pmoze/ESDEP/master/wg14/l1500.htm
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 19 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
http://vnre.reic.vn/2009/06/bitexco-financial-tower.html
Bitexco Financial Center, Ho Chi Minh City, Vietnam
Outigger Storeys
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 20 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames 5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 21 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
http://www4.kke.co.jp/stde/en/consulting/highrise_bldg.html
Shanghai World Financial Center - Tube in Tube System
http://www.luxinzheng.net/publication5/Collapse_Simulation_RC_High_Rise_Building_Earthquakes_EESD_2013.files/image060.gif
Tube in Tube with (a) Internal Core and (b) Framed Façade Columns
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 22 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
Displacement and coupling forces for combined beam/Vierendeel cantilever System
Beam Frame / Vierendeel Combined Horizontal Coupling Actions
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 23 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
http://www.pacificerectors.com/metal-decking/
Internal Core Walls with Steel Trusses
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 24 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames 5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 25 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 26 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames 5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 27 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
Two International Finance Center Hong Kong
Mega Colums
http://bst1.cityu.edu.hk/e-learning/building_info_pack/learnNet/ifc/htm/literature_photob.htm
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 28 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
Fixing steel bars (50mm dia. bar at the base section) around the stanchions of the mega column before encasing it in concrete.
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 29 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
Principle Sketch of Steel and reinforcement of Mega Column
Reinforcement and Steel Profile of Composite Mega Column
Concreting to the composite mega column
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 30 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
5 Structural Bracing Systems
5.1 Frames 5.1.1 Frame 5.1.2 Framed Tube
5.2 Trusse and Diagrid 5.2.1 Truss / Diagrid with Centric Connections 5.2.2 Truss with Eccentric Connections 5.2.3 Staggered Truss 5.2.4 Trusssed Tube / Diagrid Tube
5.3 Outigger System
5.4 Tube in Tube System
5.5 Composite Mega-Systems 5.5.1 Composite Shear Wall 5.5.2 Composite Mega Column
5.6 Overview: Evolution of Structural Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 31 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
Differend execution methods for tubular steel structures
Jason A. Cook :
Structural Steel Framing Options for Mid- and High Rise Buildings, Master-Thesis, MIT 2005
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 32 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
http://kweehow.blogspot.de/2014/05/past-brace-tube-new-diagrid-newest.html
Overview about selected Bracing Systems
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 33 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 34 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
http://upload.wikimedia.org/wikipedia/commons/f/f4/Skyscraper_structure.png
Steel and Composite Structures I :
High Rise Buildings in Steel- and Steel Composite Structure
Chapter 1 Introduction Page: 35 Vers. / Rev. 2015-09 -01 / -
Prof. Dr.-Ing. Christoph Odenbreit
ArcelorMittal Chair of Steel and Façade Engineering
ESDEP Lecture Notes, WG 1B, Steel Construction, Introduction