Overview of the Structural Design of World Trade Center 1, 2, and 7 Buildings
This paper summarizes the primary structural systems that comprised World Trade Center (WTC) 1, 2, and 7, which were destroyed in the terrorist attacks of September 11, 2001. There were four major structural subsystems in the towers: the exterior walls, the core, the floor system, and the hat truss....
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Published in: | Fire technology Vol. 49; no. 3; pp. 587 - 613 |
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Abstract | This paper summarizes the primary structural systems that comprised World Trade Center (WTC) 1, 2, and 7, which were destroyed in the terrorist attacks of September 11, 2001. There were four major structural subsystems in the towers: the exterior walls, the core, the floor system, and the hat truss. The major structural systems within WTC 7 were the foundation, exterior moment frames, floor system, interior columns, and column transfer trusses and girders. At the time of design and construction, the WTC towers were innovative in many ways, and resulted in a tremendous increase of open-plan commercial office space in downtown Manhattan. As the first of four papers, this paper summarizes the structural and passive fire protection features of each building, and focuses on the structural systems which played a critical role in the outcome of the attacks of September 11, 2001. Three companion papers address the effects of aircraft impact damage on the WTC towers and debris damage on WTC 7, the effects of fire on the three buildings, and how these events contributed to building collapse by describing the contribution of key structural systems to the overall building behavior and collapse, such as the floor systems and hat trusses in WTC 1 and WTC 2 and the floor connections around Column 79 in WTC 7. |
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AbstractList | This paper summarizes the primary structural systems that comprised World Trade Center (WTC) 1, 2, and 7, which were destroyed in the terrorist attacks of September 11, 2001. There were four major structural subsystems in the towers: the exterior walls, the core, the floor system, and the hat truss. The major structural systems within WTC 7 were the foundation, exterior moment frames, floor system, interior columns, and column transfer trusses and girders. At the time of design and construction, the WTC towers were innovative in many ways, and resulted in a tremendous increase of open-plan commercial office space in downtown Manhattan. As the first of four papers, this paper summarizes the structural and passive fire protection features of each building, and focuses on the structural systems which played a critical role in the outcome of the attacks of September 11, 2001. Three companion papers address the effects of aircraft impact damage on the WTC towers and debris damage on WTC 7, the effects of fire on the three buildings, and how these events contributed to building collapse by describing the contribution of key structural systems to the overall building behavior and collapse, such as the floor systems and hat trusses in WTC 1 and WTC 2 and the floor connections around Column 79 in WTC 7. Issue Title: Special Issue: World Trade Center This paper summarizes the primary structural systems that comprised World Trade Center (WTC) 1, 2, and 7, which were destroyed in the terrorist attacks of September 11, 2001. There were four major structural subsystems in the towers: the exterior walls, the core, the floor system, and the hat truss. The major structural systems within WTC 7 were the foundation, exterior moment frames, floor system, interior columns, and column transfer trusses and girders. At the time of design and construction, the WTC towers were innovative in many ways, and resulted in a tremendous increase of open-plan commercial office space in downtown Manhattan. As the first of four papers, this paper summarizes the structural and passive fire protection features of each building, and focuses on the structural systems which played a critical role in the outcome of the attacks of September 11, 2001. Three companion papers address the effects of aircraft impact damage on the WTC towers and debris damage on WTC 7, the effects of fire on the three buildings, and how these events contributed to building collapse by describing the contribution of key structural systems to the overall building behavior and collapse, such as the floor systems and hat trusses in WTC 1 and WTC 2 and the floor connections around Column 79 in WTC 7.[PUBLICATION ABSTRACT] |
Author | Gann, Richard G. McAllister, Therese P. Sadek, Fahim Averill, Jason D. Gross, John L. |
Author_xml | – sequence: 1 givenname: Therese P. surname: McAllister fullname: McAllister, Therese P. organization: Engineering Laboratory, National Institute of Standards and Technology (NIST) – sequence: 2 givenname: Fahim surname: Sadek fullname: Sadek, Fahim organization: Engineering Laboratory, National Institute of Standards and Technology (NIST) – sequence: 3 givenname: John L. surname: Gross fullname: Gross, John L. organization: Engineering Laboratory, National Institute of Standards and Technology (NIST) – sequence: 4 givenname: Jason D. surname: Averill fullname: Averill, Jason D. email: jason.averill@nist.gov organization: Engineering Laboratory, National Institute of Standards and Technology (NIST) – sequence: 5 givenname: Richard G. surname: Gann fullname: Gann, Richard G. organization: Engineering Laboratory, National Institute of Standards and Technology (NIST) |
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Cites_doi | 10.6028/NIST.NCSTAR.1-1 10.1007/s10694-012-0286-5 10.1007/s10694-012-0289-2 10.6028/NIST.NCSTAR.1-6v1 10.6028/NIST.NCSTAR.1-9 10.6028/NIST.NCSTAR.1-2v1 10.1007/s10694-012-0288-3 10.6028/NIST.NCSTAR.1-3 10.1016/B978-1-85617-555-5.00029-8 |
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References | Gann RG, ed. (2005) Federal building and fire safety investigation of the World Trade Center Disaster: Final Report on the Collapse of the World Trade Center Towers. NIST NCSTAR 1. Gaithersburg, MD Gann RG, ed. (2008) Federal building and fire safety investigation of the World Trade Center Disaster: Final Report on the Collapse of World Trade Center Building 7. NIST NCSTAR 1A. Gaithersburg, MD Lew HS, Bukowski RW, Carino NJ (2005) Federal building and fire safety investigation of the World Trade Center disaster: design, construction, and maintenance of structural and life safety systems. NIST NCSTAR 1–1. Gaithersburg, MD Sadek F (2005) Federal building and fire safety investigation of the World Trade Center disaster: baseline structural performance and aircraft impact damage analysis of the World Trade Center towers. NIST NCSTAR 1–2. Gaithersburg, MD URL: http://www.nist.gov/el/disasterstudies/wtc/. Accessed 4 Apr 2012 Frankel (1985) Frankel steel limited, erection drawings, 7 World Trade Center McAllister TP, Gann RG, Averill JD, Gross JL, Grosshandler WL, Lawson JR, McGrattan KB, Nelson HE, Pitts WM, Prasad KR, Sadek FH (2008) Federal building and fire safety investigation of the World Trade Center Disaster: structural fire response and probable collapse sequence of World Trade Center building 7. NIST NCSTAR 1–9, Gaithersburg, MD ACIPrediction of creep, shrinkage and temperature effects in concrete structures, ACI 209 R-921992DetroitAmerican Concrete Institute Frankel (1985a) Frankel steel limited, Fabrication shop drawings, 7 World Trade center (drawing set was not sealed) ASTMStandard test methods for fire tests of building construction and materials, ASTM E 119–611961West ConshohockenASTM International Cantor (1985) Irwin G. Cantor P.C., Structural engineers, structural drawings, 7 World Trade Center McAllister TP, Gross JL, Sadek F, Kirkpatrick S, MacNeill RA, Zarghamee MS, Erbay OO, Sarawit AT (2012) Structural response of World Trade center buildings 1, 2, and 7 to impact and fire damage. Fire Technol (this issue) Cantor (1988) Irwin G. Cantor P.C., Structural engineers, structural drawings for Salomon brothers, 7 World Trade center Headquarters Gann RG, Hamins A, McGrattan K., Nelson HE, Ohlemiller TJ, Prasad KR, Pitts WM (2012) Reconstruction of the fires and thermal environment in World Trade Center buildings 1, 2, and 7. Fire Technol (this issue) The Imagers Team, NASA Goddard space flight center, Greenbelt, MD, 20771 McAllisterTWorld Trade Center performance study: data collection, preliminary observations, and recommendations, FEMA 4032002Washington, DCFederal Emergency Management Agency McAllister TP, Sadek F, Gross JL, Kirkpatrick S, MacNeill RA, Zarghamee MS, Erbay OO, Sarawit AT (2012) Structural analysis of impact damage to World Trade Center buildings 1, 2 and 7. Fire Technol (this issue) Gayle FW, Fields RJ, Luecke WE, Banovic SW, Foecke T, McCowan CN, Siewert TA, McColskey JD (2005) Federal building and fire safety investigation of the World Trade Center disaster: mechanical and metallurgical analysis of structural steel. NIST NCSTAR 1–3. National Institute of Standards and Technology. Gaithersburg, MD, September Gross JL, McAllister T (2005) Federal building and fire safety investigation of the World Trade Center disaster: structural fire response and probable collapse sequence of the World Trade Center Towers. NIST NCSTAR 1-6. National Institute of Standards and Technology. Gaithersburg, MD, September 285_CR14 285_CR15 ACI (285_CR11) 1992 285_CR13 285_CR9 285_CR19 285_CR7 285_CR16 285_CR8 285_CR17 285_CR5 285_CR6 285_CR3 285_CR4 285_CR1 285_CR2 (285_CR18) 2002 ASTM (285_CR12) 1961 285_CR10 |
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Snippet | This paper summarizes the primary structural systems that comprised World Trade Center (WTC) 1, 2, and 7, which were destroyed in the terrorist attacks of... Issue Title: Special Issue: World Trade Center This paper summarizes the primary structural systems that comprised World Trade Center (WTC) 1, 2, and 7, which... |
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SubjectTerms | Aircraft Architecture Building codes Building construction Building failures Buildings Characterization and Evaluation of Materials Civil Engineering Classical Mechanics Collapse Columns (structural) Design Engineering Exteriors Failure analysis Fire protection Fires High rise buildings Physics September 11 terrorist attacks-2001 Structural engineering Terrorism Terrorist attacks Towers Trusses |
Title | Overview of the Structural Design of World Trade Center 1, 2, and 7 Buildings |
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