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Erschienen in: Fire Technology 3/2013

01.07.2013

Structural Analysis of Impact Damage to World Trade Center Buildings 1, 2, and 7

verfasst von: Therese P. McAllister, Fahim Sadek, John L. Gross, Steven Kirkpatrick, Robert A. MacNeill, Robert T. Bocchieri, Mehdi Zarghamee, Omer O. Erbay, Andrew T. Sarawit

Erschienen in: Fire Technology | Ausgabe 3/2013

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Abstract

The National Institute of Standards and Technology (NIST) conducted an extensive investigation of the collapse of World Trade Center towers (WTC 1 and WTC 2) and the WTC 7 building. This paper describes the reconstruction of impact damage to each of the WTC buildings, as well as analytical studies related to the WTC building collapses. In addition, data and evidence that were collected, tests of the floor truss systems in the WTC towers that were conducted, the overall structural analysis approach, and the development of the collapse hypotheses are discussed to provide a basis for the impact analyses and the fire and structural response analyses in a companion paper. Three companion papers address the primary structural systems of the WTC towers and WTC 7, the effects of fire on the three buildings, and how these events contributed to building collapse. The papers provide an overview of the complex and extensive investigations undertaken by NIST at a level of detail that has scientific merit but presents key aspects from the voluminous official reports at a level suitable for the technical literature. The aircraft impact damage to structural members and their passive fire protection in WTC 1 and 2 were estimated through detailed aircraft impact simulations. The impact damage to WTC 7 was estimated from photographs after the collapse of WTC 1, where falling debris damaged the southwest corner of WTC 7. Based on the aircraft impact simulation, over half of the exterior columns on the north face of WTC 1 were severed and approximately 20% of the core columns were severed or heavily damaged. Spray-applied fire resistive material (SFRM) was dislodged by direct debris impact over five floors (Floors 94 to 98). WTC 2 structural damage was concentrated on the east side of the building. Over half of the exterior columns on the south face were severed and approximately 25% of the core columns were severed or heavily damaged. SFRM was dislodged by direct debris impact over six floors (Floors 78 to 83). WTC 7 was structurally damaged by debris from the collapse of WTC 1. Photographic evidence showed that seven exterior columns were severed near the southwest corner at the lower floors. Unlike the towers, the SFRM in WTC 7 likely remained intact except for local areas around the debris impact damage at the southwest corner. All three buildings were stable with the impact damage, but the WTC 2 building section above the aircraft impact damage leaned to the east and south.

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Fußnoten
1
This is a publication of the National Institute of Standards and Technology (NIS) and is not subject to copyright in the United States. NIS0054 is a nonregulatory agency of the U.S. Department of Commerce. The purpose of NIST investigations was to improve the safety and structural integrity of buildings in the United States. NIST does not have the statutory authority to make findings of fault nor negligence by individuals or organizations. By law, no part of any report resulting from a NIST investigation into a building failure or from an investigation under the National Construction Safety Team Act may be used in any suit or action for damages arising out of any matter mentioned in such reports.
 
Literatur
1.
Zurück zum Zitat McAllister TP, Sadek F, Gross JL, Averill JD, Gann RG (2012) Overview of the structural design of World Trade Center 1, 2, and 7 buildings. Fire Technol. doi:10.1007/s10694-012-0285-6 McAllister TP, Sadek F, Gross JL, Averill JD, Gann RG (2012) Overview of the structural design of World Trade Center 1, 2, and 7 buildings. Fire Technol. doi:10.​1007/​s10694-012-0285-6
2.
Zurück zum Zitat 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. doi:10.1007/s10694-012-0288-3 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. doi:10.​1007/​s10694-012-0288-3
3.
Zurück zum Zitat McAllister TP, Gross JL, Sadek F, Kirkpatrick S, MacNeill RA, Zarghamee M, Erbay OO, Sarawit AT (2012) Structural response of World Trade Center Buildings 1, 2, and 7 to impact and fire damage. Fire Technol. doi:10.1007/s10694-012-0289-2 McAllister TP, Gross JL, Sadek F, Kirkpatrick S, MacNeill RA, Zarghamee M, Erbay OO, Sarawit AT (2012) Structural response of World Trade Center Buildings 1, 2, and 7 to impact and fire damage. Fire Technol. doi:10.​1007/​s10694-012-0289-2
4.
Zurück zum Zitat Gross J, Hervey F, Izydorek M, Mammoser J, Treadway J (2005) Federal building and fire safety investigation of the World Trade Center disaster: fire resistance tests of floor truss systems. NIST NCSTAR 1–6B. National Institute of Standards and Technology, Gaithersburg Gross J, Hervey F, Izydorek M, Mammoser J, Treadway J (2005) Federal building and fire safety investigation of the World Trade Center disaster: fire resistance tests of floor truss systems. NIST NCSTAR 1–6B. National Institute of Standards and Technology, Gaithersburg
5.
Zurück zum Zitat British Steel (1999) The behaviour of multi-storey steel framed buildings in fire. British Steel Plc, Swinden Technology Centre, South Yorkshire British Steel (1999) The behaviour of multi-storey steel framed buildings in fire. British Steel Plc, Swinden Technology Centre, South Yorkshire
6.
Zurück zum Zitat McAllister T (ed) (2002) World Trade Center building performance study: data collection, preliminary observations, and recommendations, FEMA 403. Federal Emergency Management Agency, Washington, DC McAllister T (ed) (2002) World Trade Center building performance study: data collection, preliminary observations, and recommendations, FEMA 403. Federal Emergency Management Agency, Washington, DC
7.
Zurück zum Zitat Routley JG, Jennings C, Chubb M (1991) High-rise office building fire: One Meridian Plaza, Philadelphia, Pennsylvania (February 23, 1991). United States Fire Administration, Emmitsburg Routley JG, Jennings C, Chubb M (1991) High-rise office building fire: One Meridian Plaza, Philadelphia, Pennsylvania (February 23, 1991). United States Fire Administration, Emmitsburg
8.
Zurück zum Zitat Nelson H (1989) An engineering view of the fire of May 4, 1988 in the first interstate bank building, Los Angeles, California. U. S. Department of Commerce, NISTIR 89-4061, March 1989 Nelson H (1989) An engineering view of the fire of May 4, 1988 in the first interstate bank building, Los Angeles, California. U. S. Department of Commerce, NISTIR 89-4061, March 1989
9.
Zurück zum Zitat Routley G (1988) First interstate bank building fire, Los Angeles, California, May 4, 1988. Technical Report USFA-TR-022/May 1988, United States Fire Administration, Emmitsburg Routley G (1988) First interstate bank building fire, Los Angeles, California, May 4, 1988. Technical Report USFA-TR-022/May 1988, United States Fire Administration, Emmitsburg
10.
Zurück zum Zitat Powers RW (1970) One New York Plaza Fire. The New York Board of Fire Underwriters, New York Powers RW (1970) One New York Plaza Fire. The New York Board of Fire Underwriters, New York
11.
Zurück zum Zitat 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 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
12.
Zurück zum Zitat 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. National Institute of Standards and Technology, Gaithersburg 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. National Institute of Standards and Technology, Gaithersburg
13.
Zurück zum Zitat ANSYS (2007) ANSYS Mechanical Release 11.0. ANSYS Inc., Canonsburg ANSYS (2007) ANSYS Mechanical Release 11.0. ANSYS Inc., Canonsburg
14.
Zurück zum Zitat Livermore (2007) LS-DYNA Keyword User’s Manual. Livermore Software Technology Corporation, Version 971 Livermore (2007) LS-DYNA Keyword User’s Manual. Livermore Software Technology Corporation, Version 971
15.
Zurück zum Zitat Computers & Structures, Inc (2002) SAP2000, linear and nonlinear static and dynamic analysis and design of three-dimensional structures basic analysis reference. Berkeley Computers & Structures, Inc (2002) SAP2000, linear and nonlinear static and dynamic analysis and design of three-dimensional structures basic analysis reference. Berkeley
16.
Zurück zum Zitat 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. National Institute of Standards and Technology, Gaithersburg 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. National Institute of Standards and Technology, Gaithersburg
17.
Zurück zum Zitat Zdenek B, Zhou Y (2002) Why did the World Trade Center collapse? Simple analysis. J Eng Mech 128(1):2–6CrossRef Zdenek B, Zhou Y (2002) Why did the World Trade Center collapse? Simple analysis. J Eng Mech 128(1):2–6CrossRef
18.
Zurück zum Zitat Abboud N, Matthys L, Tennant D, Mould J, Levine H, King S, Ekwueme C, Jain A, Hart G (2003) Anatomy of a disaster: a structural investigation of the World Trade Center collapses. In: Proceedings of the third congress forensic engineering, San Diego, pp 360–370 Abboud N, Matthys L, Tennant D, Mould J, Levine H, King S, Ekwueme C, Jain A, Hart G (2003) Anatomy of a disaster: a structural investigation of the World Trade Center collapses. In: Proceedings of the third congress forensic engineering, San Diego, pp 360–370
19.
Zurück zum Zitat Post N (2002a) Report ties WTC collapses to column failures, Engineering News Record. McGraw Hill Construction Post N (2002a) Report ties WTC collapses to column failures, Engineering News Record. McGraw Hill Construction
20.
Zurück zum Zitat Glanz J, Lipton E (2002) In data trove. A graphic look at towers’ fall. The New York Times Glanz J, Lipton E (2002) In data trove. A graphic look at towers’ fall. The New York Times
21.
Zurück zum Zitat Post N (2002b) Study absolves twin tower trusses, fireproofing. Engineering News Record, McGraw Hill Construction Post N (2002b) Study absolves twin tower trusses, fireproofing. Engineering News Record, McGraw Hill Construction
22.
Zurück zum Zitat Quintiere JG, di Marzio M, Becker R (2002) A suggested cause of the fire-induced collapse of the World Trade Towers. Fire Saf J 37(7):707–716CrossRef Quintiere JG, di Marzio M, Becker R (2002) A suggested cause of the fire-induced collapse of the World Trade Towers. Fire Saf J 37(7):707–716CrossRef
23.
Zurück zum Zitat Usmani AS, Chung YC, Torero JL (2003) How did the WTC towers collapse: a new theory. Fire Saf J 38(6):501–533CrossRef Usmani AS, Chung YC, Torero JL (2003) How did the WTC towers collapse: a new theory. Fire Saf J 38(6):501–533CrossRef
24.
Zurück zum Zitat Usmani AS (2005) Stability of the World Trade Center Twin towers structural frame in multiple floor fires. J Eng Mech 131(6):654–657CrossRef Usmani AS (2005) Stability of the World Trade Center Twin towers structural frame in multiple floor fires. J Eng Mech 131(6):654–657CrossRef
25.
Zurück zum Zitat Lane B (2005) Comments on structural fire response and collapse analysis. Presentation given at the technical conference on the federal building and fire safety investigation of the World Trade Center (WTC) disaster. National Institute of Standards and Technology (NIST), Gaithersburg. http://www.nist.gov/el/disasterstudies/wtc/ Lane B (2005) Comments on structural fire response and collapse analysis. Presentation given at the technical conference on the federal building and fire safety investigation of the World Trade Center (WTC) disaster. National Institute of Standards and Technology (NIST), Gaithersburg. http://​www.​nist.​gov/​el/​disasterstudies/​wtc/​
26.
Zurück zum Zitat Hamins A, Maranghides A, McGrattan KB, Ohlemiller TJ, Anleitner R (2005) Federal building and fire safety investigation of the World Trade Center disaster: experiments and modeling of multiple workstations burning in a compartment. NIST NCSTAR 1-5E. National Institute of Standards and Technology, Gaithersburg Hamins A, Maranghides A, McGrattan KB, Ohlemiller TJ, Anleitner R (2005) Federal building and fire safety investigation of the World Trade Center disaster: experiments and modeling of multiple workstations burning in a compartment. NIST NCSTAR 1-5E. National Institute of Standards and Technology, Gaithersburg
27.
Zurück zum Zitat Carino NJ, Starnes MA, Gross JL, Yang JC, Kukuck S, Prasad KR, Bukowski RW (2005) Federal building and fire safety investigation of the World Trade Center disaster: passive fire protection. NIST NCSTAR 1-6A. National Institute of Standards and Technology, Gaithersburg Carino NJ, Starnes MA, Gross JL, Yang JC, Kukuck S, Prasad KR, Bukowski RW (2005) Federal building and fire safety investigation of the World Trade Center disaster: passive fire protection. NIST NCSTAR 1-6A. National Institute of Standards and Technology, Gaithersburg
28.
Zurück zum Zitat Kirkpatrick SW, Bocchieri RT, Sadek F, MacNeill RA, Holmes S, Peterson BD, Cilke RW, Navarro C (2005) Federal building and fire safety investigation of the World Trade Center Disaster: analysis of aircraft impacts into the World Trade Center towers, NIST NCSTAR 1-2B. Gaithersburg Kirkpatrick SW, Bocchieri RT, Sadek F, MacNeill RA, Holmes S, Peterson BD, Cilke RW, Navarro C (2005) Federal building and fire safety investigation of the World Trade Center Disaster: analysis of aircraft impacts into the World Trade Center towers, NIST NCSTAR 1-2B. Gaithersburg
29.
Zurück zum Zitat Irfanoglu A, Hoffmann CM (2008) Engineering perspective of the collapse of WTC-I. J Perform Constr Facil 22(62):1 Irfanoglu A, Hoffmann CM (2008) Engineering perspective of the collapse of WTC-I. J Perform Constr Facil 22(62):1
Metadaten
Titel
Structural Analysis of Impact Damage to World Trade Center Buildings 1, 2, and 7
verfasst von
Therese P. McAllister
Fahim Sadek
John L. Gross
Steven Kirkpatrick
Robert A. MacNeill
Robert T. Bocchieri
Mehdi Zarghamee
Omer O. Erbay
Andrew T. Sarawit
Publikationsdatum
01.07.2013
Verlag
Springer US
Erschienen in
Fire Technology / Ausgabe 3/2013
Print ISSN: 0015-2684
Elektronische ISSN: 1572-8099
DOI
https://doi.org/10.1007/s10694-012-0286-5

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