User:ArtifexMayhem/sources/wtc

World Trade Center Building Performance Study (FEMA/ASCE)

World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations

September 2002/ FEMA 403

Report Editor: Therese McAllister

• McAllister, T.; Barnett, J.; Gross, J.; Hamburger, R.; Magnusson, J. (2002), McAllister, T. (ed.), "Chapter 1. Introduction" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)

• Hamburger, R.; Baker, W.; Barnett, J.; Marrion, C.; Milke, J.; Nelson, H. (2002), McAllister, T. (ed.), "Chapter 2. WTC 1 and WTC 2" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)

• Baker, W. (2002), McAllister, T. (ed.), "Chapter 3. WTC 3" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA

• Barnett, J.; Gewain, R.; Gilsanz, R.; Nelson, H. (2002), McAllister, T. (ed.), "Chapter 4. WTC 4, 5, and 6" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)

• Gilsanz, R.; DePaola, E. M.; Marrion, C.; Nelson, H. (2002), McAllister, T. (ed.), "Chapter 5. WTC 7" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)

• Smilowitz, R.; Hapij, A.; Smilow, J. (2002), McAllister, T. (ed.), "Chapter 6. Bankers Trust Building" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)

• McAllister, T.; Biggs, D.; DePaola, E. M.; Eschenasy, D.; Gilsanz, R. (2002), McAllister, T. (ed.), "Chapter 7. Peripheral Buildings" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)

• Milke, J.; Kodur, V.; Marrion, C. (2002), McAllister, T. (ed.), "Appendix A. Overview of Fire Protection in Buildings" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA

• Fisher, J.; Iwankiw, N. (2002), McAllister, T. (ed.), "Appendix B. Structural Steel and Steel Connections" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA

• Barnett, J.; Biederman, R. R.; Sisson, Jr., R. D. (2002), McAllister, T. (ed.), "Appendix C. Limited Metallurgical Examination" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA

• Gilsanz, R.; Massa, A. (2002), McAllister, T. (ed.), "Appendix D. WTC Steel Data Collection" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA

• McAllister, T., ed. (2002), "Appendix E. Aircraft Information" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA

• DePaola, E. M. (2002), McAllister, T. (ed.), "Appendix F. Structural Engineers Emergency Response Plan" (PDF), World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations, ASCE/FEMA

Final Reports from the NIST Investigation of the World Trade Center Disaster

Final Reports released in September 2005:

NIST NCSTAR 1: Federal Building and Fire Safety Investigation of the World Trade Center Disaster: Final Report of the National Construction Safety Team on the Collapses of the World Trade Center Tower

NIST NCSTAR 1-1: Design, Construction, and Maintenance of Structural and Life Safety Systems

Link to PDF: [1]

• NIST NCSTAR 1-1A: Design and Construction of Structural Systems

• NIST NCSTAR 1-1A appendixes A-B
• NIST NCSTAR 1-1A appendixes C-G

• NIST NCSTAR 1-1B: Comparison of Building Code Structural Requirements
• NIST NCSTAR 1-1C: Maintenance and Modifications to Structural Systems

• NIST NCSTAR 1-1C appendixes

• NIST NCSTAR 1-1D: Fire Protection and Life Safety Provisions Applied to the Design and Construction of World Trade Center 1, 2, and 7 and Post-Construction Provisions Applied after Occupancy
• NIST NCSTAR 1-1E: Comparison of Codes, Standards, and Practices in Use at the Time of the Design and Construction of World Trade Center 1, 2, and 7
• NIST NCSTAR 1-1F: Comparison of the 1968 and Current (2003) New York City Building Code Provisions
• NIST NCSTAR 1-1G: Amendments to the Fire Protection and Life Safety Provisions of the New York City Building Code by Local Laws Adopted while World Trade Center 1, 2, and 7 Were in Use
• NIST NCSTAR 1-1H: Post-Construction Modification to Fire Protection and Life Safety Systems of the World Trade Center Towers
• NIST NCSTAR 1-1I: Post-Construction Modifications to Fire Protection, Life Safety, and Structural Systems of World Trade Center 7
• NIST NCSTAR 1-1J: Design, Installation, and Operation of Fuel Systems for Emergency Power in World Trade Center 7

NIST NCSTAR 1-2: Baseline Structural Performance and Aircraft Impact Damage Analysis of the World Trade Center Towers

• NIST NCSTAR 1-2A: Reference Structural Models and Baseline Performance Analysis of the World Trade Center Towers
• NIST NCSTAR 1-2B: Analysis of Aircraft Impacts into the World Trade Center Towers (Chapters 1-8)

• NIST NCSTAR 1-2B: Chapters 9-11
• NIST NCSTAR 1-2B: appendixes

NIST NCSTAR 1-3: Mechanical and Metallurgical Analysis of Structural Steel

• NIST NCSTAR 1-3A: Contemporaneous Structural Steel Specifications
• NIST NCSTAR 1-3B: Steel Inventory and Identification
• NIST NCSTAR 1-3C: Damage and Failure Modes of Structural Steel Components

• NIST NCSTAR 1-3C: appendixes

• NIST NCSTAR 1-3D: Mechanical Properties of Structural Steels
• NIST NCSTAR 1-3E: Physical Properties of Structural Steels

NIST NCSTAR 1-4: Active Fire Protection Systems

• NIST NCSTAR 1-4A: Post-Construction Fires prior to September 11, 2001
• NIST NCSTAR 1-4B: Fire Suppression Systems
• NIST NCSTAR 1-4C: Fire Alarm Systems
• NIST NCSTAR 1-4D: Smoke Management Systems

NIST NCSTAR 1-5: Reconstruction of the Fires in the World Trade Center Towers

• NIST NCSTAR 1-5A: Visual Evidence, Damage Estimates, and Timeline Analysis (Chapters 1-8)

• NIST NCSTAR 1-5A: Chapters 9-appendix C
• NIST NCSTAR 1-5A: appendixes D-G
• NIST NCSTAR 1-5A: appendixes H-M

• NIST NCSTAR 1-5B: Experiments and Modeling of Structural Steel Elements Exposed to Fire
• NIST NCSTAR 1-5C: Fire Tests of Single Office Workstations
• NIST NCSTAR 1-5D: Reaction of Ceiling Tile Systems to Shocks
• NIST NCSTAR 1-5E: Experiments and Modeling of Multiple Workstations Burning in a Compartment
• NIST NCSTAR 1-5F: Computer Simulation of the Fires in the World Trade Center Towers
• NIST NCSTAR 1-5G: Fire Structure Interface and Thermal Response of the World Trade Center Towers

NIST NCSTAR 1-6: Structural Fire Response and Probable Collapse Sequence of the World Trade Center Towers

• NIST NCSTAR 1-6A: Passive Fire Protection
• NIST NCSTAR 1-6B: Fire Resistance Tests of the Floor Truss Systems
• NIST NCSTAR 1-6C: Component, Connection, and Subsystem Structural Analysis
• NIST NCSTAR 1-6D: Global Structural Analysis of the Response of the World Trade Center Towers to Impact Damage and Fire

NIST NCSTAR 1-7: Occupant Behavior, Egress, and Emergency Communication

• NIST NCSTAR 1-7A: Analysis of Published Accounts of the World Trade Center Evacuation
• NIST NCSTAR 1-7B: Technical Documentation for Survey Administration: Questionnaires, Interviews, and Focus Groups

NIST NCSTAR 1-8: The Emergency Response Operations

• NIST NCSTAR 1-8: Appendixes A-L

Final Reports released in November 2008:

NIST NCSTAR 1A: Final Report on the Collapse of World Trade Center Building 7 *

• NIST NCSTAR 1-9: Structural Fire Response and Probable Collapse Sequence of World Trade Center Building 7, Volume 1 and 2 *

• NIST NCSTAR 1-9A: Global Structural Analysis of the Response of World Trade Center Building 7 to Fires and Debris Impact Damage *

* Errata for NIST NCSTAR 1A, NIST NCSTAR 1-9, and NIST NCSTAR 1-9A, 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 (January 2009, April 2012, and June 2012)

NIST Citations

• Lew, H. S.; Bukowski, R. W.; Carino, N. J. (2005), "NCSTAR 1-1 Design, Construction, and Maintenance of Structural and Life Safety Systems", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Fanella, D. A.; Derecho, A. T.; Ghosh, S. K. (2005), "NCSTAR 1-1A Design and Construction of Structural Systems", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Fanella, D. A.; Derecho, A. T.; Ghosh, S. K. (2005), "NCSTAR 1-1A Design and Construction of Structural Systems (Appendixes A-B)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Fanella, D. A.; Derecho, A. T.; Ghosh, S. K. (2005), "NCSTAR 1-1A Design and Construction of Structural Systems (Appendixes C-G)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Ghosh, S. K.; Liang, X. (2005), "NCSTAR 1-1B Comparison of Building Code Structural Requirements", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Fanella, D. A.; Derecho, A. T.; Ghosh, S. K. (2005), "NCSTAR 1-1C Maintenance and Modifications to Structural Systems", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Fanella, D. A.; Derecho, A. T.; Ghosh, S. K. (2005), "NCSTAR 1-1C Maintenance and Modifications to Structural Systems (Appendixes)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Grill, R. A.; Johnson, D. A. (2005), "NCSTAR 1-1D Fire Protection and Life Safety Provisions Applied to the Design and Construction of World Trade Center 1, 2, and 7 and Post-Construction Provisions Applied after Occupancy", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Razza, J. C.; Grill, R. A. (2005), "NCSTAR 1-1E Comparison of Codes, Standards, and Practices in Use at the Time of the Design and Construction of World Trade Center 1, 2, and 7", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Grill, R. A.; Johnson, D. A.; Fanella, D. A. (2005), "NCSTAR 1-1F Comparison of the 1968 and Current (2003) New York City Building Code Provisions", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Grill, R. A.; Johnson, D. A. (2005), "NCSTAR 1-1G Amendments to the Fire Protection and Life Safety Provisions of the New York City Building Code by Local Laws Adopted while World Trade Center 1, 2, and 7 Were in Use", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Grill, R. A.; Johnson, D. A. (2005), "NCSTAR 1-1H Post-Construction Modification to Fire Protection and Life Safety Systems of the World Trade Center Towers", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Grill, R. A.; Johnson, D. A.; Fanella, D. A. (2005), "NCSTAR 1-1I Post-Construction Modifications to Fire Protection, Life Safety, and Structural Systems of World Trade Center 7", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Grill, R. A.; Johnson, D. A. (2005), "NCSTAR 1-1J Design, Installation, and Operation of Fuel Systems for Emergency Power in World Trade Center 7", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Sadek, F. (2005), "NCSTAR 1-2 Baseline Structural Performance and Aircraft Impact Damage Analysis of the World Trade Center Towers", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Faschan, W. J.; Garlock, R. B. (2005), "NCSTAR 1-2A Reference Structural Models and Baseline Performance Analysis of the World Trade Center Towers", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Kirkpatrick, S. W.; Bocchieri, R. T.; Sadek, F.; MacNeill, R. A.; Holmes, S.; Peterson, B. D.; Cilke, R. W.; Navarro, C. (2005), "NCSTAR 1-2B Analysis of Aircraft Impacts into the World Trade Center Towers (Chapters 1-8)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Kirkpatrick, S. W.; Bocchieri, R. T.; Sadek, F.; MacNeill, R. A.; Holmes, S.; Peterson, B. D.; Cilke, R. W.; Navarro, C. (2005), "NCSTAR 1-2B Analysis of Aircraft Impacts into the World Trade Center Towers (Chapters 9-11)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Kirkpatrick, S. W.; Bocchieri, R. T.; Sadek, F.; MacNeill, R. A.; Holmes, S.; Peterson, B. D.; Cilke, R. W.; Navarro, C. (2005), "NCSTAR 1-2B Analysis of Aircraft Impacts into the World Trade Center Towers (Appendixes)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Gayle, F. W.; Fields, R. J.; Luecke, W. E.; Banovic, S. W.; Foecke, T.; McCowan, C. N.; Siewert, T. A.; McColskey, J. D. (2005), "NCSTAR 1-3 Mechanical and Metallurgical Analysis of Structural Steel", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Luecke, W. E.; Siewert, T. A.; Gayle, F. W. (2005), "NCSTAR 1-3A Contemporaneous Structural Steel Specifications", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Banovic, S. W. (2005), "NCSTAR 1-3B Steel Inventory and Identification", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Banovic, S. W.; Foecke, T. (2005), "NCSTAR 1-3C Damage and Failure Modes of Structural Steel Components", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Banovic, S. W.; Foecke, T. (2005), "NCSTAR 1-3C Damage and Failure Modes of Structural Steel Components (Appendixes)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Luecke, W. E.; McColskey, J. D.; McCowan, C. N.; Banovic, S. W.; Fields, R. J.; Foecke, T.; Siewert, T. A.; Gayle, F. W. (2005), "NCSTAR 1-3D Mechanical Properties of Structural Steels", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Banovic, S. W.; McCowan, C. N.; Luecke, W. E. (2005), "NCSTAR 1-3E Physical Properties of Structural Steels", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Evans, D. D.; Peacock, R. D.; Kuligowski, E. D.; Dols, W. S.; Grosshandler, W. L. (2005), "NCSTAR 1-4 Active Fire Protection Systems", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Kuligowski, E. D.; Evans, D. D.; Peacock, R. D. (2005), "NCSTAR 1-4A Post-Construction Fires prior to September 11, 2001", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Hopkins, M.; Schoenrock, J.; Budnick, E. (2005), "NCSTAR 1-4B Fire Suppression Systems", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Keough, R. J.; Grill, R. A. (2005), "NCSTAR 1-4C Fire Alarm Systems", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Ferreira, M. J.; Strege, S. M. (2005), "NCSTAR 1-4D Smoke Management Systems", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Gann, R. G.; Hamins, A.; McGrattan, K. B.; Mulholland, G. W.; Nelson, H. E.; Ohlemiller, T. J.; Pitts, W. M.; Prasad, K. R. (2005), "NCSTAR 1-5 Reconstruction of the Fires in the World Trade Center Towers", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Pitts, W. M.; Butler, K. M.; Junker, V. (2005), "NCSTAR 1-5A Visual Evidence, Damage Estimates, and Timeline Analysis (Chapters 1-8)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Pitts, W. M.; Butler, K. M.; Junker, V. (2005), "NCSTAR 1-5A Visual Evidence, Damage Estimates, and Timeline Analysis (Chapter 9, Appendixes A-C)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Pitts, W. M.; Butler, K. M.; Junker, V. (2005), "NCSTAR 1-5A Visual Evidence, Damage Estimates, and Timeline Analysis (Appendixes D-G)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Pitts, W. M.; Butler, K. M.; Junker, V. (2005), "NCSTAR 1-5A Visual Evidence, Damage Estimates, and Timeline Analysis (Appendixes H-M)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Hamins, A.; Maranghides, A.; McGrattan, K. B.; Johnsson, E.; Ohlemiller, T. J.; Donnelly, M.; Yang, J.; Mulholland, G.; Prasad, K. R.; Kukuck, S.; Anleitner, R.; McAllister, T. (2005), "NCSTAR 1-5B Experiments and Modeling of Structural Steel Elements Exposed to Fire", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Ohlemiller, T. J.; Mulholland, G. W.; Maranghides, A.; Filliben, J. J.; Gann, R. G. (2005), "NCSTAR 1-5C Fire Tests of Single Office Workstations", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Gann, R. G.; Riley, M. A.; Repp, J. M.; Whittaker, A. S.; Reinhorn, A. M.; Hough, P. A. (2005), "NCSTAR 1-5D Reaction of Ceiling Tile Systems to Shocks", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Hamins, A.; Maranghides, A.; McGrattan, K. B.; Ohlemiller, T. J.; Anleitner, R. (2005), "NCSTAR 1-5E Experiments and Modeling of Multiple Workstations Burning in a Compartment", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• McGrattan, K. B.; Bouldin, C.; Forney, G. (2005), "NCSTAR 1-5F Computer Simulation of the Fires in the World Trade Center Towers", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Prasad, K. R.; Baum, H. R. (2005), "NCSTAR 1-5G Fire Structure Interface and Thermal Response of the World Trade Center Towers", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Gross, J. L.; McAllister, T. (2005), "NCSTAR 1-6 Structural Fire Response and Probable Collapse Sequence of the World Trade Center Towers", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Carino, N. J.; Starnes, M. A.; Gross, J. L.; Yang, J. C.; Kukuck, S.; Prasad, K. R.; Bukowski, R. W. (2005), "NCSTAR 1-6A Passive Fire Protection", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Gross, J.; Hervey, F.; Izydorek, M.; Mammoser, J.; Treadway, J. (2005), "NCSTAR 1-6B Fire Resistance Tests of the Floor Truss Systems", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Zarghamee, M. S.; Bolourchi, S.; Eggers, D. W.; Erbay, O. O.; Kan, F. W.; Kitane, Y.; Liepins, A. A.; Mudlock, M.; Naguib, W. I.; Ojdrovic, R. P.; Sarawit, A. T.; Barrett, P. R; Gross, J. L.; McAllister, T. P. (2005), "NCSTAR 1-6C Component, Connection, and Subsystem Structural Analysis", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Zarghamee, M. S.; Kitane, Y.; Erbay, O. O.; McAllister, T.P.; Gross, J. L. (2005), "NCSTAR 1-6D Global Structural Analysis of the Response of the World Trade Center Towers to Impact Damage and Fire", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Averill, J. D.; Mileti, D. S.; Peacock, R. D.; Kuligowski, E. D.; Groner, N.; Proulx, G.; Reneke, P. A.; Nelson, H. E. (2005), "NCSTAR 1-7 Occupant Behavior, Egress, and Emergency Communication", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Fahy, R.; Proulx, G. (2005), "NCSTAR 1-7A Analysis of Published Accounts of the World Trade Center Evacuation", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Zmud, J. (2005), "NCSTAR 1-7B Technical Documentation for Survey Administration: Questionnaires, Interviews, and Focus Groups", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Lawson, J. R.; Vettori, R. L. (2005), "NCSTAR 1-8 The Emergency Response Operations", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• Lawson, J. R.; Vettori, R. L. (2005), "NCSTAR 1-8 The Emergency Response Operations (Appendixes A-L)", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• McAllister, T.; Gann, R. G.; Averill, J. D.; Gross, J. L.; Grosshandler, W. L.; Lawson, J. R.; McGrattan, K. B.; Nelson, H. E.; Pitts, W. M.; Prasad, K. R.; Sadek, F. H. (2008), "NCSTAR 1-9 Structural Fire Response and Probable Collapse Sequence of World Trade Center Building 7, Volume 1 and 2", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)
• MacNeill, R.; Kirkpatrick, S.; Peterson, B.; Bocchieri, R. (2008), "NCSTAR 1-9A Global Structural Analysis of the Response of World Trade Center Building 7 to Fires and Debris Impact Damage", Federal Building and Fire Safety Investigation of the World Trade Center Disaster, NIST {{citation}}: Unknown parameter |displayauthors= ignored (|display-authors= suggested) (help)

Journal Articles

• Miamis, K.; Irfanoglu, A.; Sozen, M. A. (2009). "Dominant Factor in the Collapse of WTC-1". Journal of Performance of Constructed Facilities. 23 (4): 203. doi:10.1061/(ASCE)CF.1943-5509.0000014.
• Murphy, J.; Brackbill, R. M.; Thalji, L.; Dolan, M.; Pulliam, P.; Walker, D. J. (2007). "Measuring and maximizing coverage in the World Trade Center Health Registry". Statistics in Medicine. 26 (8): 1688–1701. doi:10.1002/sim.2806. PMID 17285683.
• Stenchikov, G.; Lahoti, N.; Diner, D. J.; Kahn, R.; Lioy, P. J.; Georgopoulos, P. G. (2006). "Multiscale Plume Transport from the Collapse of the World Trade Center on September 11, 2001". Environmental Fluid Mechanics. 6 (5): 425. doi:10.1007/s10652-006-9001-8.
• Sisson, R. D.; Biederman, R. R. (2006). "Metal removal via slag attack of the steel from building 7 of the world trade center—Some observations". Journal of Failure Analysis and Prevention. 6 (5): 17–21. doi:10.1361/154770206X129006.
• Seffen, K. A. (2008). "Progressive Collapse of the World Trade Center: Simple Analysis". Journal of Engineering Mechanics. 134 (2): 125–121. doi:10.1061/(ASCE)0733-9399(2008)134:2(125).
• Lamont, S. (2006). "Behavior of Structures in Fire and Real Design - A Case Study". Journal of Fire Protection Engineering. 16: 5–0. doi:10.1177/1042391506054038.
• Duthinh, D.; McGrattan, K.; Khaskia, A. (2008). "Recent advances in fire–structure analysis". Fire Safety Journal. 43 (2): 161. doi:10.1016/j.firesaf.2007.06.006.
• Prasad, K.; Baum, H. R. (2005). "Coupled fire dynamics and thermal response of complex building structures". Proceedings of the Combustion Institute. 30 (2): 2255. doi:10.1016/j.proci.2004.08.118.
• Bentz, D. P.; Prasad, K. R.; Yang, J. C. (2006). "Towards a methodology for the characterization of fire resistive materials with respect to thermal performance models". Fire and Materials. 30 (4): 311. doi:10.1002/fam.916.
• Baum, H. R.; Rehm, R. G. (2005). "A simple model of the World Trade Center fireball dynamics". Proceedings of the Combustion Institute. 30 (2): 2247. doi:10.1016/j.proci.2004.08.125.
• Wald, F.; Simões Da Silva, L.; Moore, D. B.; Lennon, T.; Chladná, M.; Santiago, A.; Beneš, M.; Borges, L. (2006). "Experimental behaviour of a steel structure under natural fire". Fire Safety Journal. 41 (7): 509. doi:10.1016/j.firesaf.2006.05.006.
• Bažant, Z. K. P.; Verdure, M. (2007). "Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions" (PDF). Journal of Engineering Mechanics. 133 (3). American Society of Civil Engineers: 308–319. doi:10.1061/(ASCE)0733-9399(2007)133:3(308).
• Bažant, Z. K. P.; Le, J. L.; Greening, F. R.; Benson, D. B. (2008). "What Did and Did Not Cause Collapse of World Trade Center Twin Towers in New York?" (PDF). Journal of Engineering Mechanics. 134 (10). American Society of Civil Engineers: 892. doi:10.1061/(ASCE)0733-9399(2008)134:10(892).
• Irfanoglu, A.; Hoffmann, C. M. (2008). "Engineering Perspective of the Collapse of WTC-I". Journal of Performance of Constructed Facilities. 22. American Society of Civil Engineers: 62. doi:10.1061/(ASCE)0887-3828(2008)22:1(62).
• Omika, Y.; Fukuzawa, E.; Koshika, N.; Morikawa, H.; Fukuda, R. (2005). "Structural Responses of World Trade Center under Aircraft Attacks". Journal of Structural Engineering. 131: 6. doi:10.1061/(ASCE)0733-9445(2005)131:1(6).
• Moreyra Garlock, M. E.; Surovek, A. (2011). "Special Issue: Commemorating 10 Years of Research since 9/11". Journal of Structural Engineering. 137 (9): 869. doi:10.1061/(ASCE)ST.1943-541X.0000453.
• Karim, M. R.; Fatt, M. S. (2005). "Impact of the Boeing 767 Aircraft into the World Trade Center". Journal of Engineering Mechanics. 131 (10): 1066. doi:10.1061/(ASCE)0733-9399(2005)131:10(1066).
• Pesce, C. P.; Casetta, L.; Dos Santos, F. V. M. (2012). "Equation of Motion Governing the Dynamics of Vertically Collapsing Buildings". Journal of Engineering Mechanics. 138 (12): 1420. doi:10.1061/(ASCE)EM.1943-7889.0000453.
• McAllister, T.; MacNeill, R.; Erbay, O.; Sarawit, A.; Zarghamee, M.; Kirkpatrick, S.; Gross, J. (2012). "Analysis of Structural Response of WTC 7 to Fire and Sequential Failures Leading to Collapse". Journal of Structural Engineering. 138: 109. doi:10.1061/(ASCE)ST.1943-541X.0000398.
• Simpson, D. M.; Stehr, S. D. (2002). "Investigating the Disaster in New York City: Conducting Field Research Following the Collapse of the World Trade Center". Natural Hazards Review. 3 (2): 34. doi:10.1061/(ASCE)1527-6988(2002)3:2(34).
• Beyler, C.; White, D.; Peatross, M.; Trellis, J.; Li, S.; Luers, A.; Hopkins, D. (2003). "Analysis of the Thermal Exposure in the Impact Areas of the World Trade Center Terrorist Attacks". Forensic Engineering (2003). p. 371. doi:10.1061/40692(241)37. ISBN 978-0-7844-0692-2.
• Abboud, N.; Levy, M.; 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". Forensic Engineering (2003). p. 360. doi:10.1061/40692(241)36. ISBN 978-0-7844-0692-2.
• Eagar, T. W.; Musso, C. (2001). "Why did the world trade center collapse? Science, engineering, and speculation". JOM. 53 (12): 8. doi:10.1007/s11837-001-0003-1.
• Usmani, A. S.; Chung, Y. C.; Torero, J. L. (2003). "How did the WTC towers collapse: A new theory". Fire Safety Journal. 38 (6): 501. doi:10.1016/S0379-7112(03)00069-9.

Import Test

• Pesce, C. P.; Casetta, L.; Dos Santos, F. V. M. (2012). "Equation of Motion Governing the Dynamics of Vertically Collapsing Buildings". Journal of Engineering Mechanics. 138 (12): 1420. doi:10.1061/(ASCE)EM.1943-7889.0000453.
• Bažant, Z. K. P.; Le, J. L. (2012). "Closure to "Why the Observed Motion History of World Trade Center Towers is Smooth" by Jia-Liang Le and Zdeněk P. Bažant". Journal of Engineering Mechanics. 138 (10): 1300. doi:10.1061/(ASCE)EM.1943-7889.0000362.
• Grabbe, C. (2012). "Discussion of "Why the Observed Motion History of World Trade Center Towers is Smooth" by Jia-Liang Le and Zdeněk P. Bažant". Journal of Engineering Mechanics. 138 (10): 1298–1300. doi:10.1061/(ASCE)EM.1943-7889.0000325.
• Li, H.; Dong, S.; El-Tawil, S.; Kamat, V. R. (2012). "Relative Displacement Sensing Techniques for Post Event Structural Damage Assessment: A Review". Journal of Structural Engineering: 120910031130005. doi:10.1061/(ASCE)ST.1943-541X.0000729.
• Quiel, S. E.; Marjanishvili, S. M. (2012). "Fire Resistance of a Damaged Steel Building Frame Designed to Resist Progressive Collapse". Journal of Performance of Constructed Facilities. 26 (4): 402. doi:10.1061/(ASCE)CF.1943-5509.0000248.
• Jiang, X.; Chen, Y. (2012). "Progressive Collapse Analysis and Safety Assessment Method for Steel Truss Roof". Journal of Performance of Constructed Facilities. 26 (3): 230. doi:10.1061/(ASCE)CF.1943-5509.0000236.
• Li, Y.; Ahuja, A.; Padgett, J. E. (2012). "Review of Methods to Assess, Design for, and Mitigate Multiple Hazards". Journal of Performance of Constructed Facilities. 26: 104. doi:10.1061/(ASCE)CF.1943-5509.0000279.
• McAllister, T.; MacNeill, R.; Erbay, O.; Sarawit, A.; Zarghamee, M.; Kirkpatrick, S.; Gross, J. (2012). "Analysis of Structural Response of WTC 7 to Fire and Sequential Failures Leading to Collapse". Journal of Structural Engineering. 138: 109. doi:10.1061/(ASCE)ST.1943-541X.0000398.
• Dwaikat, M.; Kodur, V. (2011). "Modeling Fracture and Delamination of Spray-Applied Fire-Resisting Materials under Static and Impact Loads". Journal of Engineering Mechanics. 137 (12): 901. doi:10.1061/(ASCE)EM.1943-7889.0000290.
• Stevens, D.; Crowder, B.; Sunshine, D.; Marchand, K.; Smilowitz, R.; Williamson, E.; Waggoner, M. (2011). "DoD Research and Criteria for the Design of Buildings to Resist Progressive Collapse". Journal of Structural Engineering. 137 (9): 870. doi:10.1061/(ASCE)ST.1943-541X.0000432.
• Choe, L.; Varma, A. H.; Agarwal, A.; Surovek, A. (2011). "Fundamental Behavior of Steel Beam-Columns and Columns under Fire Loading: Experimental Evaluation". Journal of Structural Engineering. 137 (9): 954. doi:10.1061/(ASCE)ST.1943-541X.0000446.
• Quiel, S. E.; Moreyra Garlock, M. E.; Paya-Zaforteza, I. (2011). "Closed-Form Procedure for Predicting the Capacity and Demand of Steel Beam-Columns under Fire". Journal of Structural Engineering. 137 (9): 967. doi:10.1061/(ASCE)ST.1943-541X.0000443.
• Gu, L.; Kodur, V. (2011). "Role of Insulation Effectiveness on Fire Resistance of Steel Structures under Extreme Loading Events". Journal of Performance of Constructed Facilities. 25 (4): 277. doi:10.1061/(ASCE)CF.1943-5509.0000172.
• Le, J. L.; Bažant, Z. K. P. (2011). "Why the Observed Motion History of World Trade Center Towers is Smooth". Journal of Engineering Mechanics. 137: 82. doi:10.1061/(ASCE)EM.1943-7889.0000198.
• Iqbal, S.; Harichandran, R. S. (2010). "Capacity Reduction and Fire Load Factors for Design of Steel Members Exposed to Fire". Journal of Structural Engineering. 136 (12): 1554. doi:10.1061/(ASCE)ST.1943-541X.0000256.
• Carper, K. L. (2010). "Editor's Note". Journal of Performance of Constructed Facilities. 24 (6): 493–491. doi:10.1061/(ASCE)CF.1943-5509.0000170.
• Masoero, E.; Wittel, F. K.; Herrmann, H. J.; Chiaia, B. M. (2010). "Progressive Collapse Mechanisms of Brittle and Ductile Framed Structures". Journal of Engineering Mechanics. 136 (8): 987. doi:10.1061/(ASCE)EM.1943-7889.0000143.
• Björkman, A. (2010). "Discussion of "What Did and Did Not Cause Collapse of World Trade Center Twin Towers in New York?" by Zdeněk P. Bažant, Jia-Liang Le, Frank R. Greening, and David B. Benson". Journal of Engineering Mechanics. 136 (7): 933–931. doi:10.1061/(ASCE)EM.1943-7889.0000090.
• Grabbe, C. (2010). "Discussion of "Progressive Collapse of the World Trade Center: A Simple Analysis" by K. A. Seffen". Journal of Engineering Mechanics. 136 (4): 538–531. doi:10.1061/(ASCE)EM.1943-7889.0000025.
• "Editor's Note". Journal of Performance of Constructed Facilities. 23 (6): 379–371. 2009. doi:10.1061/(ASCE)CF.1943-5509.0000086.
• Miamis, K.; Irfanoglu, A.; Sozen, M. A. (2009). "Dominant Factor in the Collapse of WTC-1". Journal of Performance of Constructed Facilities. 23 (4): 203. doi:10.1061/(ASCE)CF.1943-5509.0000014.
• Gourley, J. R. (2008). "Discussion of "Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions" by Zdenĕk P. Bažant and Mathieu Verdure" (PDF). Journal of Engineering Mechanics. 134 (10). American Society of Civil Engineers: 915–916. doi:10.1061/(ASCE)0733-9399(2008)134:10(915).
• Szuladzinski, G. (2008). "Discussion of "Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions" by Zdenĕk P. Bažant and Mathieu Verdure". Journal of Engineering Mechanics. 134 (10): 913–911. doi:10.1061/(ASCE)0733-9399(2008)134:10(913).
• Bažant, Z. K. P.; Le, J. L. (2008). "Closure to "Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions" by Zdenĕk P. Bažant and Mathieu Verdure" (PDF). Journal of Engineering Mechanics. 134 (10). American Society of Civil Engineers: 917–921. doi:10.1061/(ASCE)0733-9399(2008)134:10(917).
• Bažant, Z. K. P.; Le, J. L.; Greening, F. R.; Benson, D. B. (2008). "What Did and Did Not Cause Collapse of World Trade Center Twin Towers in New York?" (PDF). Journal of Engineering Mechanics. 134 (10). American Society of Civil Engineers: 892. doi:10.1061/(ASCE)0733-9399(2008)134:10(892).
• Stewart, M. G. (2008). "Cost Effectiveness of Risk Mitigation Strategies for Protection of Buildings against Terrorist Attack". Journal of Performance of Constructed Facilities. 22 (2): 115–111. doi:10.1061/(ASCE)0887-3828(2008)22:2(115).
• Seffen, K. A. (2008). "Progressive Collapse of the World Trade Center: Simple Analysis". Journal of Engineering Mechanics. 134 (2): 125–121. doi:10.1061/(ASCE)0733-9399(2008)134:2(125).
• Irfanoglu, A.; Hoffmann, C. M. (2008). "Engineering Perspective of the Collapse of WTC-I". Journal of Performance of Constructed Facilities. 22. American Society of Civil Engineers: 62. doi:10.1061/(ASCE)0887-3828(2008)22:1(62).
• Flint, G.; Usmani, A.; Lamont, S.; Lane, B.; Torero, J. (2007). "Structural Response of Tall Buildings to Multiple Floor Fires". Journal of Structural Engineering. 133 (12): 1719. doi:10.1061/(ASCE)0733-9445(2007)133:12(1719).
• Wang, M.; Chang, P.; Quintiere, J.; Marshall, A. (2007). "Scale Modeling of the 96th Floor of World Trade Center Tower 1". Journal of Performance of Constructed Facilities. 21 (6): 414. doi:10.1061/(ASCE)0887-3828(2007)21:6(414).
• Bažant, Z. K. P.; Verdure, M. (2007). "Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions" (PDF). Journal of Engineering Mechanics. 133 (3). American Society of Civil Engineers: 308–319. doi:10.1061/(ASCE)0733-9399(2007)133:3(308).
• Pradhan, A. R.; Laefer, D. F.; Rasdorf, W. J. (2007). "Infrastructure Management Information System Framework Requirements for Disasters". Journal of Computing in Civil Engineering. 21 (2): 90. doi:10.1061/(ASCE)0887-3801(2007)21:2(90).
• Nair, R. S. (2006). "Preventing Disproportionate Collapse". Journal of Performance of Constructed Facilities. 20 (4): 309–301. doi:10.1061/(ASCE)0887-3828(2006)20:4(309).
• Mohamed, O. A. (2006). "Progressive Collapse of Structures: Annotated Bibliography and Comparison of Codes and Standards". Journal of Performance of Constructed Facilities. 20 (4): 418–411. doi:10.1061/(ASCE)0887-3828(2006)20:4(418).
• Karim, M. R.; Fatt, M. S. (2005). "Impact of the Boeing 767 Aircraft into the World Trade Center". Journal of Engineering Mechanics. 131 (10): 1066. doi:10.1061/(ASCE)0733-9399(2005)131:10(1066).
• Rasheed, H. A.; Camotim, D. (2005). "Advances in the Stability of Frame Structures". Journal of Engineering Mechanics. 131 (6): 557. doi:10.1061/(ASCE)0733-9399(2005)131:6(557).
• Usmani, A. S. (2005). "Stability of the World Trade Center Twin Towers Structural Frame in Multiple Floor Fires". Journal of Engineering Mechanics. 131 (6): 654–651. doi:10.1061/(ASCE)0733-9399(2005)131:6(654).
• Omika, Y.; Fukuzawa, E.; Koshika, N.; Morikawa, H.; Fukuda, R. (2005). "Structural Responses of World Trade Center under Aircraft Attacks". Journal of Structural Engineering. 131: 6. doi:10.1061/(ASCE)0733-9445(2005)131:1(6).
• Zhou, Q.; Yu, T. X. (2004). "Use of High-Efficiency Energy Absorbing Device to Arrest Progressive Collapse of Tall Building". Journal of Engineering Mechanics. 130 (10): 1177. doi:10.1061/(ASCE)0733-9399(2004)130:10(1177).
• Corley, W. G. (2004). "Lessons Learned on Improving Resistance of Buildings to Terrorist Attacks". Journal of Performance of Constructed Facilities. 18 (2): 68–00. doi:10.1061/(ASCE)0887-3828(2004)18:2(68).
• Sivakumar, K. (2003). "Discussion of "Could the World Trade Center Have Been Modified to Prevent its Collapse?" by David E. Newland and David Cebon". Journal of Engineering Mechanics. 129 (11): 1360–0000. doi:10.1061/(ASCE)0733-9399(2003)129:11(1360).
• Newland, D. E.; Cebon, D. (2003). "Closure to "Could the World Trade Center Have Been Modified to Prevent its Collapse?" by David E. Newland and David Cebon". Journal of Engineering Mechanics. 129 (11): 1360. doi:10.1061/(ASCE)0733-9399(2003)129:11(1360.2).
• Newland, D. E.; Cebon, D. (2002). "Could the World Trade Center have been Modified to Prevent its Collapse?". Journal of Engineering Mechanics. 128 (7): 795. doi:10.1061/(ASCE)0733-9399(2002)128:7(795).

ASCE

• Wang, W. Y.; Li, G. Q.; Kodur, V. (2013). "Approach for Modeling Fire Insulation Damage in Steel Columns". Journal of Structural Engineering. 139 (4): 491. doi:10.1061/(ASCE)ST.1943-541X.0000688.
• Jiang, J.; Jiang, L.; Kotsovinos, P.; Zhang, J.; Usmani, A.; McKenna, F.; Li, G. Q. (2013). "OpenSees Software Architecture for the Analysis of Structures in Fire". Journal of Computing in Civil Engineering: 130402171240000. doi:10.1061/(ASCE)CP.1943-5487.0000305.
• Menches, C. L.; Chen, J. (2013). "A Diary Study of the Disruption Experiences of Crew Members on a Jobsite". Journal of Management in Engineering: 130226201957002. doi:10.1061/(ASCE)ME.1943-5479.0000191.
• Xu, Z.; Lu, X.; Guan, H.; Lu, X.; Ren, A. (2013). "Progressive-Collapse Simulation and Critical Region Identification of a Stone Arch Bridge". Journal of Performance of Constructed Facilities. 27: 43. doi:10.1061/(ASCE)CF.1943-5509.0000329.
• Holguín-Veras, J.; Jaller, M.; Van Wassenhove, L. N.; Pérez, N.; Wachtendorf, T. (2012). "Material Convergence: An Important and Understudied Disaster Phenomenon". Natural Hazards Review: 121216203751005. doi:10.1061/(ASCE)NH.1527-6996.0000113.
• Pesce, C. P.; Casetta, L.; Dos Santos, F. V. M. (2012). "Equation of Motion Governing the Dynamics of Vertically Collapsing Buildings". Journal of Engineering Mechanics. 138 (12): 1420. doi:10.1061/(ASCE)EM.1943-7889.0000453.
• Longo, A.; Montuori, R.; Piluso, V. (2012). "Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames". Journal of Structural Engineering. 138 (11): 1388. doi:10.1061/(ASCE)ST.1943-541X.0000569.
• Masoero, E.; Wittel, F. K.; Herrmann, H. J.; Chiaia, B. M. (2012). "Hierarchical Structures for a Robustness-Oriented Capacity Design". Journal of Engineering Mechanics. 138 (11): 1339. doi:10.1061/(ASCE)EM.1943-7889.0000437.
• Bažant, Z. K. P.; Le, J. L. (2012). "Closure to "Why the Observed Motion History of World Trade Center Towers is Smooth" by Jia-Liang Le and Zdeněk P. Bažant". Journal of Engineering Mechanics. 138 (10): 1300. doi:10.1061/(ASCE)EM.1943-7889.0000362.
• Grabbe, C. (2012). "Discussion of "Why the Observed Motion History of World Trade Center Towers is Smooth" by Jia-Liang Le and Zdeněk P. Bažant". Journal of Engineering Mechanics. 138 (10): 1298–1300. doi:10.1061/(ASCE)EM.1943-7889.0000325.
• Li, H.; Dong, S.; El-Tawil, S.; Kamat, V. R. (2012). "Relative Displacement Sensing Techniques for Post Event Structural Damage Assessment: A Review". Journal of Structural Engineering: 120910031130005. doi:10.1061/(ASCE)ST.1943-541X.0000729.
• Bažant, Z. K. P.; Yu, Q. (2012). "Relaxation of Prestressing Steel at Varying Strain and Temperature: Viscoplastic Constitutive Relation". Journal of Engineering Mechanics. 139 (7): 120830005526002. doi:10.1061/(ASCE)EM.1943-7889.0000533.
• Quiel, S. E.; Marjanishvili, S. M. (2012). "Fire Resistance of a Damaged Steel Building Frame Designed to Resist Progressive Collapse". Journal of Performance of Constructed Facilities. 26 (4): 402. doi:10.1061/(ASCE)CF.1943-5509.0000248.
• Jiang, X.; Chen, Y. (2012). "Progressive Collapse Analysis and Safety Assessment Method for Steel Truss Roof". Journal of Performance of Constructed Facilities. 26 (3): 230. doi:10.1061/(ASCE)CF.1943-5509.0000236.
• Helmy, H.; Salem, H.; Mourad, S. (2012). "Computer‐Aided Assessment of Progressive Collapse of Reinforced Concrete Structures According to GSA Code". Journal of Performance of Constructed Facilities: 253. doi:10.1061/(ASCE)CF.1943-5509.0000350.
• Li, Y.; Ahuja, A.; Padgett, J. E. (2012). "Review of Methods to Assess, Design for, and Mitigate Multiple Hazards". Journal of Performance of Constructed Facilities. 26: 104. doi:10.1061/(ASCE)CF.1943-5509.0000279.
• McAllister, T.; MacNeill, R.; Erbay, O.; Sarawit, A.; Zarghamee, M.; Kirkpatrick, S.; Gross, J. (2012). "Analysis of Structural Response of WTC 7 to Fire and Sequential Failures Leading to Collapse". Journal of Structural Engineering. 138: 109. doi:10.1061/(ASCE)ST.1943-541X.0000398.
• Dwaikat, M.; Kodur, V. (2011). "Modeling Fracture and Delamination of Spray-Applied Fire-Resisting Materials under Static and Impact Loads". Journal of Engineering Mechanics. 137 (12): 901. doi:10.1061/(ASCE)EM.1943-7889.0000290.
• Love, P. E. D.; Edwards, D. J.; Irani, Z.; Goh, Y. M. (2011). "Dynamics of Rework in Complex Offshore Hydrocarbon Projects". Journal of Construction Engineering and Management. 137 (12): 1060. doi:10.1061/(ASCE)CO.1943-7862.0000377.
• Schexnayder, C.; Anderson, S. (2011). "Construction Engineering Education: History and Challenge". Journal of Construction Engineering and Management. 137 (10): 730. doi:10.1061/(ASCE)CO.1943-7862.0000273.
• Moreyra Garlock, M. E.; Surovek, A. (2011). "Special Issue: Commemorating 10 Years of Research since 9/11". Journal of Structural Engineering. 137 (9): 869. doi:10.1061/(ASCE)ST.1943-541X.0000453.
• Sadek, F.; Main, J. A.; Lew, H. S.; Bao, Y. (2011). "Testing and Analysis of Steel and Concrete Beam-Column Assemblies under a Column Removal Scenario". Journal of Structural Engineering. 137 (9): 881. doi:10.1061/(ASCE)ST.1943-541X.0000422.
• Stevens, D.; Crowder, B.; Sunshine, D.; Marchand, K.; Smilowitz, R.; Williamson, E.; Waggoner, M. (2011). "DoD Research and Criteria for the Design of Buildings to Resist Progressive Collapse". Journal of Structural Engineering. 137 (9): 870. doi:10.1061/(ASCE)ST.1943-541X.0000432.
• Williams, G. D.; Williamson, E. B. (2011). "Response of Reinforced Concrete Bridge Columns Subjected to Blast Loads". Journal of Structural Engineering. 137 (9): 903. doi:10.1061/(ASCE)ST.1943-541X.0000440.
• Xu, G.; Ellingwood, B. R. (2011). "Probabilistic Robustness Assessment of Pre-Northridge Steel Moment Resisting Frames". Journal of Structural Engineering. 137 (9): 925. doi:10.1061/(ASCE)ST.1943-541X.0000403.
• Choe, L.; Varma, A. H.; Agarwal, A.; Surovek, A. (2011). "Fundamental Behavior of Steel Beam-Columns and Columns under Fire Loading: Experimental Evaluation". Journal of Structural Engineering. 137 (9): 954. doi:10.1061/(ASCE)ST.1943-541X.0000446.
• Quiel, S. E.; Moreyra Garlock, M. E.; Paya-Zaforteza, I. (2011). "Closed-Form Procedure for Predicting the Capacity and Demand of Steel Beam-Columns under Fire". Journal of Structural Engineering. 137 (9): 967. doi:10.1061/(ASCE)ST.1943-541X.0000443.
• Gu, L.; Kodur, V. (2011). "Role of Insulation Effectiveness on Fire Resistance of Steel Structures under Extreme Loading Events". Journal of Performance of Constructed Facilities. 25 (4): 277. doi:10.1061/(ASCE)CF.1943-5509.0000172.
• Le, J. L.; Bažant, Z. K. P. (2011). "Why the Observed Motion History of World Trade Center Towers is Smooth". Journal of Engineering Mechanics. 137: 82. doi:10.1061/(ASCE)EM.1943-7889.0000198.
• Iqbal, S.; Harichandran, R. S. (2010). "Capacity Reduction and Fire Load Factors for Design of Steel Members Exposed to Fire". Journal of Structural Engineering. 136 (12): 1554. doi:10.1061/(ASCE)ST.1943-541X.0000256.
• Carper, K. L. (2010). "Editor's Note". Journal of Performance of Constructed Facilities. 24 (6): 493–491. doi:10.1061/(ASCE)CF.1943-5509.0000170.
• Bonneau, A.; o’Rourke, T. D.; Palmer, M. C. (2010). "Water Supply Performance and Fire Suppression during the World Trade Center Disaster". Journal of Infrastructure Systems. 16 (4): 264. doi:10.1061/(ASCE)IS.1943-555X.0000028.
• Masoero, E.; Wittel, F. K.; Herrmann, H. J.; Chiaia, B. M. (2010). "Progressive Collapse Mechanisms of Brittle and Ductile Framed Structures". Journal of Engineering Mechanics. 136 (8): 987. doi:10.1061/(ASCE)EM.1943-7889.0000143.
• Björkman, A. (2010). "Discussion of "What Did and Did Not Cause Collapse of World Trade Center Twin Towers in New York?" by Zdeněk P. Bažant, Jia-Liang Le, Frank R. Greening, and David B. Benson". Journal of Engineering Mechanics. 136 (7): 933–931. doi:10.1061/(ASCE)EM.1943-7889.0000090.
• Le, J. L.; Bažant, Z. K. P. (2010). "Closure to "What Did and Did Not Cause Collapse of World Trade Center Twin Towers in New York?" by Zdeněk P. Bažant, Jia-Liang Le, Frank R. Greening, and David B. Benson". Journal of Engineering Mechanics. 136 (7): 934. doi:10.1061/(ASCE)EM.1943-7889.0000139.
• Grabbe, C. (2010). "Discussion of "Progressive Collapse of the World Trade Center: A Simple Analysis" by K. A. Seffen". Journal of Engineering Mechanics. 136 (4): 538–531. doi:10.1061/(ASCE)EM.1943-7889.0000025.
• Prevatt, D. O. (2010). "On the Job versus Graduate School Training of Forensic Engineers—An Instructor and Professional Engineer's View". Journal of Performance of Constructed Facilities. 24: 78–71. doi:10.1061/(ASCE)CF.1943-5509.0000062.
• "Editor's Note". Journal of Performance of Constructed Facilities. 23 (6): 379–371. 2009. doi:10.1061/(ASCE)CF.1943-5509.0000086.
• Kunnath, S. K. (2009). "Editor's Note". Journal of Structural Engineering. 135 (11): 1305–1301. doi:10.1061/(ASCE)ST.1943-541X.0000096.
• Dong, Y.; Prasad, K. (2009). "Experimental Study on the Behavior of Full-Scale Composite Steel Frames under Furnace Loading". Journal of Structural Engineering. 135 (10): 1278. doi:10.1061/(ASCE)0733-9445(2009)135:10(1278).
• Shih, C. Y.; Scown, C. D.; Soibelman, L.; Matthews, H. S.; Garrett, J. H.; Dodrill, K.; McSurdy, S. (2009). "Data Management for Geospatial Vulnerability Assessment of Interdependencies in U.S. Power Generation". Journal of Infrastructure Systems. 15 (3): 179. doi:10.1061/(ASCE)1076-0342(2009)15:3(179).
• Miamis, K.; Irfanoglu, A.; Sozen, M. A. (2009). "Dominant Factor in the Collapse of WTC-1". Journal of Performance of Constructed Facilities. 23 (4): 203. doi:10.1061/(ASCE)CF.1943-5509.0000014.
• Yan, D.; Chang, C. C. (2009). "Vulnerability Assessment of Cable-Stayed Bridges in Probabilistic Domain". Journal of Bridge Engineering. 14 (4): 270. doi:10.1061/(ASCE)1084-0702(2009)14:4(270).
• Ervin, E. K. (2009). "Vibro-Impact Behavior of Two Orthogonal Beams". Journal of Engineering Mechanics. 135 (6): 529–521. doi:10.1061/(ASCE)0733-9399(2009)135:6(529).
• Springfield, J. (2009). "Editor's Note". Practice Periodical on Structural Design and Construction. 14 (2): 51–51. doi:10.1061/(ASCE)1084-0680(2009)14:2(51).
• Ju, Y. K.; Chun, S. C.; Kim, S. D. (2009). "Flexural Test of a Composite Beam Using Asymmetric Steel Section with Web Openings". Journal of Structural Engineering. 135 (4): 448. doi:10.1061/(ASCE)0733-9445(2009)135:4(448).
• Sadek, F.; El-Tawil, S.; Lew, H. S. (2008). "Robustness of Composite Floor Systems with Shear Connections: Modeling, Simulation, and Evaluation". Journal of Structural Engineering. 134 (11): 1717. doi:10.1061/(ASCE)0733-9445(2008)134:11(1717).
• Fujikura, S.; Bruneau, M.; Lopez-Garcia, D. (2008). "Experimental Investigation of Multihazard Resistant Bridge Piers Having Concrete-Filled Steel Tube under Blast Loading". Journal of Bridge Engineering. 13 (6): 586. doi:10.1061/(ASCE)1084-0702(2008)13:6(586).
• Gourley, J. R. (2008). "Discussion of "Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions" by Zdenĕk P. Bažant and Mathieu Verdure" (PDF). Journal of Engineering Mechanics. 134 (10). American Society of Civil Engineers: 915–916. doi:10.1061/(ASCE)0733-9399(2008)134:10(915).
• Szuladzinski, G. (2008). "Discussion of "Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions" by Zdenĕk P. Bažant and Mathieu Verdure". Journal of Engineering Mechanics. 134 (10): 913–911. doi:10.1061/(ASCE)0733-9399(2008)134:10(913).
• Bažant, Z. K. P.; Le, J. L. (2008). "Closure to "Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions" by Zdenĕk P. Bažant and Mathieu Verdure" (PDF). Journal of Engineering Mechanics. 134 (10). American Society of Civil Engineers: 917–921. doi:10.1061/(ASCE)0733-9399(2008)134:10(917).
• Bažant, Z. K. P.; Le, J. L.; Greening, F. R.; Benson, D. B. (2008). "What Did and Did Not Cause Collapse of World Trade Center Twin Towers in New York?" (PDF). Journal of Engineering Mechanics. 134 (10). American Society of Civil Engineers: 892. doi:10.1061/(ASCE)0733-9399(2008)134:10(892).
• Simmons, L.; Woodson, S.; Sinno, R. R. (2008). "Reinforcing Building Facades with Geotextile Fabrics". Journal of Architectural Engineering. 14 (2): 53. doi:10.1061/(ASCE)1076-0431(2008)14:2(53).
• Mohammadi, J. (2008). "Editor's Note". Practice Periodical on Structural Design and Construction. 13 (2): 39–31. doi:10.1061/(ASCE)1084-0680(2008)13:2(39).
• Gurley, C. (2008). "Structural Design for Fire in Tall Buildings". Practice Periodical on Structural Design and Construction. 13 (2): 93–91. doi:10.1061/(ASCE)1084-0680(2008)13:2(93).
• Stewart, M. G. (2008). "Cost Effectiveness of Risk Mitigation Strategies for Protection of Buildings against Terrorist Attack". Journal of Performance of Constructed Facilities. 22 (2): 115–111. doi:10.1061/(ASCE)0887-3828(2008)22:2(115).
• Nafday, A. M. (2008). "System Safety Performance Metrics for Skeletal Structures". Journal of Structural Engineering. 134 (3): 499–491. doi:10.1061/(ASCE)0733-9445(2008)134:3(499).
• Seffen, K. A. (2008). "Progressive Collapse of the World Trade Center: Simple Analysis". Journal of Engineering Mechanics. 134 (2): 125–121. doi:10.1061/(ASCE)0733-9399(2008)134:2(125).
• Irfanoglu, A.; Hoffmann, C. M. (2008). "Engineering Perspective of the Collapse of WTC-I". Journal of Performance of Constructed Facilities. 22. American Society of Civil Engineers: 62. doi:10.1061/(ASCE)0887-3828(2008)22:1(62).
• Monahan, B. (2008). "Editor's Note". Practice Periodical on Structural Design and Construction. 13: 1–0. doi:10.1061/(ASCE)1084-0680(2008)13:1(1).
• Gurley, C. (2008). "Progressive Collapse and Earthquake Resistance". Practice Periodical on Structural Design and Construction. 13: 19–99. doi:10.1061/(ASCE)1084-0680(2008)13:1(19).
• Kunnath, S. K. (2007). "Editor's Note". Journal of Structural Engineering. 133 (12): 1683–1681. doi:10.1061/(ASCE)0733-9445(2007)133:12(1683).
• Flint, G.; Usmani, A.; Lamont, S.; Lane, B.; Torero, J. (2007). "Structural Response of Tall Buildings to Multiple Floor Fires". Journal of Structural Engineering. 133 (12): 1719. doi:10.1061/(ASCE)0733-9445(2007)133:12(1719).
• Wang, M.; Chang, P.; Quintiere, J.; Marshall, A. (2007). "Scale Modeling of the 96th Floor of World Trade Center Tower 1". Journal of Performance of Constructed Facilities. 21 (6): 414. doi:10.1061/(ASCE)0887-3828(2007)21:6(414).
• Springfield, J. (2007). "Structural Design Forum". Practice Periodical on Structural Design and Construction. 12 (2): 59–51. doi:10.1061/(ASCE)1084-0680(2007)12:2(59).
• Kunnath, S. K. (2007). "Editor's Note". Journal of Structural Engineering. 133 (3): 324–321. doi:10.1061/(ASCE)0733-9445(2007)133:3(324).
• Aktan, A. E.; Ellingwood, B. R.; Kehoe, B. (2007). "Performance-Based Engineering of Constructed Systems1". Journal of Structural Engineering. 133 (3): 311. doi:10.1061/(ASCE)0733-9445(2007)133:3(311).
• Bažant, Z. K. P.; Verdure, M. (2007). "Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions" (PDF). Journal of Engineering Mechanics. 133 (3). American Society of Civil Engineers: 308–319. doi:10.1061/(ASCE)0733-9399(2007)133:3(308).
• "Papers of Interest". Journal of Bridge Engineering. 12 (2): 139–131. 2007. doi:10.1061/(ASCE)1084-0702(2007)12:2(139).
• Pradhan, A. R.; Laefer, D. F.; Rasdorf, W. J. (2007). "Infrastructure Management Information System Framework Requirements for Disasters". Journal of Computing in Civil Engineering. 21 (2): 90. doi:10.1061/(ASCE)0887-3801(2007)21:2(90).
• Thompson, B. P.; Bank, L. C. (2007). "Risk Perception in Performance-Based Building Design and Applications to Terrorism-Resistant Design". Journal of Performance of Constructed Facilities. 21: 61. doi:10.1061/(ASCE)0887-3828(2007)21:1(61).
• Mendonça, D.; Wallace, W. A. (2006). "Impacts of the 2001 World Trade Center Attack on New York City Critical Infrastructures". Journal of Infrastructure Systems. 12 (4): 260. doi:10.1061/(ASCE)1076-0342(2006)12:4(260).
• Smilowitz, R. (2006). "Progressive Collapse: Emerging Challenges for the Design Professional". Journal of Performance of Constructed Facilities. 20 (4): 307–301. doi:10.1061/(ASCE)0887-3828(2006)20:4(307).
• Carper, K. L. (2006). "Editor's Note". Journal of Performance of Constructed Facilities. 20 (4): 305–301. doi:10.1061/(ASCE)0887-3828(2006)20:4(305).
• Nair, R. S. (2006). "Preventing Disproportionate Collapse". Journal of Performance of Constructed Facilities. 20 (4): 309–301. doi:10.1061/(ASCE)0887-3828(2006)20:4(309).
• Osteraas, J. D. (2006). "Murrah Building Bombing Revisited: A Qualitative Assessment of Blast Damage and Collapse Patterns". Journal of Performance of Constructed Facilities. 20 (4): 330–331. doi:10.1061/(ASCE)0887-3828(2006)20:4(330).
• Byfield, M. P. (2006). "Behavior and Design of Commercial Multistory Buildings Subjected to Blast". Journal of Performance of Constructed Facilities. 20 (4): 324–321. doi:10.1061/(ASCE)0887-3828(2006)20:4(324).
• Mohamed, O. A. (2006). "Progressive Collapse of Structures: Annotated Bibliography and Comparison of Codes and Standards". Journal of Performance of Constructed Facilities. 20 (4): 418–411. doi:10.1061/(ASCE)0887-3828(2006)20:4(418).
• Kaewkulchai, G.; Williamson, E. B. (2006). "Modeling the Impact of Failed Members for Progressive Collapse Analysis of Frame Structures". Journal of Performance of Constructed Facilities. 20 (4): 375. doi:10.1061/(ASCE)0887-3828(2006)20:4(375).
• Dusenberry, D. O.; Hamburger, R. O. (2006). "Practical Means for Energy-Based Analyses of Disproportionate Collapse Potential". Journal of Performance of Constructed Facilities. 20 (4): 336. doi:10.1061/(ASCE)0887-3828(2006)20:4(336).
• Carper, K. L. (2006). "Editor's Note". Journal of Performance of Constructed Facilities. 20 (3): 201–202. doi:10.1061/(ASCE)0887-3828(2006)20:3(201).
• Stewart, M. G.; Netherton, M. D.; Rosowsky, D. V. (2006). "Terrorism Risks and Blast Damage to Built Infrastructure". Natural Hazards Review. 7 (3): 114. doi:10.1061/(ASCE)1527-6988(2006)7:3(114).
• Gillie, M.; Morvan, H. (2006). "Integrated Mechanics for Fire and Safety". Journal of Professional Issues in Engineering Education and Practice. 132 (3): 197. doi:10.1061/(ASCE)1052-3928(2006)132:3(197).
• Aldunate, R.; Ochoa, S. F.; Peña-Mora, F.; Nussbaum, M. (2006). "Robust Mobile Ad Hoc Space for Collaboration to Support Disaster Relief Efforts Involving Critical Physical Infrastructure". Journal of Computing in Civil Engineering. 20: 13. doi:10.1061/(ASCE)0887-3801(2006)20:1(13).
• Corotis, R. (2005). "Message from the Editor". Journal of Engineering Mechanics. 131 (12): 1219–1211. doi:10.1061/(ASCE)0733-9399(2005)131:12(1219).
• Setareh, M.; Bowman, D. A.; Kalita, A.; Gracey, M.; Lucas, J. (2005). "Application of a Virtual Environment System in Building Sciences Education". Journal of Architectural Engineering. 11 (4): 165. doi:10.1061/(ASCE)1076-0431(2005)11:4(165).
• El-Rayes, K.; Khalafallah, A. (2005). "Trade-off between Safety and Cost in Planning Construction Site Layouts". Journal of Construction Engineering and Management. 131 (11): 1186. doi:10.1061/(ASCE)0733-9364(2005)131:11(1186).
• Karim, M. R.; Fatt, M. S. (2005). "Impact of the Boeing 767 Aircraft into the World Trade Center". Journal of Engineering Mechanics. 131 (10): 1066. doi:10.1061/(ASCE)0733-9399(2005)131:10(1066).
• Mlakar, P. F.; Dusenberry, D. O.; Harris, J. R.; Haynes, G.; Phan, L. T.; Sozen, M. A. (2005). "Description of Structural Damage Caused by the Terrorist Attack on the Pentagon". Journal of Performance of Constructed Facilities. 19 (3): 197. doi:10.1061/(ASCE)0887-3828(2005)19:3(197).
• Mlakar, P. F.; Dusenberry, D. O.; Harris, J. R.; Haynes, G.; Phan, L. T.; Sozen, M. A. (2005). "September 11, 2001, Airliner Crash into the Pentagon". Journal of Performance of Constructed Facilities. 19 (3): 189. doi:10.1061/(ASCE)0887-3828(2005)19:3(189).
• Rasheed, H. A.; Camotim, D. (2005). "Advances in the Stability of Frame Structures". Journal of Engineering Mechanics. 131 (6): 557. doi:10.1061/(ASCE)0733-9399(2005)131:6(557).
• Usmani, A. S. (2005). "Stability of the World Trade Center Twin Towers Structural Frame in Multiple Floor Fires". Journal of Engineering Mechanics. 131 (6): 654–651. doi:10.1061/(ASCE)0733-9399(2005)131:6(654).
• Kunnath, S. K. (2005). "Editor's Note". Journal of Structural Engineering. 131: 4–4. doi:10.1061/(ASCE)0733-9445(2005)131:1(4).
• Omika, Y.; Fukuzawa, E.; Koshika, N.; Morikawa, H.; Fukuda, R. (2005). "Structural Responses of World Trade Center under Aircraft Attacks". Journal of Structural Engineering. 131: 6. doi:10.1061/(ASCE)0733-9445(2005)131:1(6).
• Zhou, Q.; Yu, T. X. (2004). "Use of High-Efficiency Energy Absorbing Device to Arrest Progressive Collapse of Tall Building". Journal of Engineering Mechanics. 130 (10): 1177. doi:10.1061/(ASCE)0733-9399(2004)130:10(1177).
• Allen, R. K. (2004). "Legal Implications of Security Awareness in Design and Construction Practice". Journal of Professional Issues in Engineering Education and Practice. 130 (3): 208–000. doi:10.1061/(ASCE)1052-3928(2004)130:3(208).
• Little, R. G. (2004). "Holistic Strategy for Urban Security". Journal of Infrastructure Systems. 10 (2): 52–00. doi:10.1061/(ASCE)1076-0342(2004)10:2(52).
• Little, R. G. (2004). "Protecting People in Buildings from Terrorist Attack". Journal of Performance of Constructed Facilities. 18 (2): 66–00. doi:10.1061/(ASCE)0887-3828(2004)18:2(66).
• Lin, L. H.; Hinman, E.; Stone, H. F.; Roberts, A. M. (2004). "Survey of Window Retrofit Solutions for Blast Mitigation". Journal of Performance of Constructed Facilities. 18 (2): 86. doi:10.1061/(ASCE)0887-3828(2004)18:2(86).
• Corley, W. G. (2004). "Lessons Learned on Improving Resistance of Buildings to Terrorist Attacks". Journal of Performance of Constructed Facilities. 18 (2): 68–00. doi:10.1061/(ASCE)0887-3828(2004)18:2(68).
• Marjanishvili, S. M. (2004). "Progressive Analysis Procedure for Progressive Collapse". Journal of Performance of Constructed Facilities. 18 (2): 79–00. doi:10.1061/(ASCE)0887-3828(2004)18:2(79).
• Longinow, A. (2004). "Editor's Note". Practice Periodical on Structural Design and Construction. 9 (2): 61–00. doi:10.1061/(ASCE)1084-0680(2004)9:2(61).
• Sivakumar, K. (2004). "Discussion of "World Trade Center Collapse—Civil Engineering Considerations" by Bernard Monahan". Practice Periodical on Structural Design and Construction. 9 (2): 121–000. doi:10.1061/(ASCE)1084-0680(2004)9:2(121).
• Monahan, B. (2004). "Closure to "World Trade Center Collapse—Civil Engineering Considerations" by Bernard Monahan". Practice Periodical on Structural Design and Construction. 9 (2): 121–000. doi:10.1061/(ASCE)1084-0680(2004)9:2(121.2).
• Carper, K. L. (2004). "Editor's Note". Journal of Performance of Constructed Facilities. 18: 1–0. doi:10.1061/(ASCE)0887-3828(2004)18:1(1).
• Rubin, R. A.; Quintas, B.; Roth, D. (2004). "Changing Role of the Civil Engineer in Society". Journal of Professional Issues in Engineering Education and Practice. 130: 5. doi:10.1061/(ASCE)1052-3928(2004)130:1(5).
• Sivakumar, K. (2003). "Discussion of "Could the World Trade Center Have Been Modified to Prevent its Collapse?" by David E. Newland and David Cebon". Journal of Engineering Mechanics. 129 (11): 1360–0000. doi:10.1061/(ASCE)0733-9399(2003)129:11(1360).
• Newland, D. E.; Cebon, D. (2003). "Closure to "Could the World Trade Center Have Been Modified to Prevent its Collapse?" by David E. Newland and David Cebon". Journal of Engineering Mechanics. 129 (11): 1360. doi:10.1061/(ASCE)0733-9399(2003)129:11(1360.2).
• Carper, K. L. (2003). "Editor's Note". Journal of Performance of Constructed Facilities. 17 (4): 159–000. doi:10.1061/(ASCE)0887-3828(2003)17:4(159).
• Borg, R. F.; Gambatese, J.; Haines, K.; Hendrickson, C.; Hinze, J.; Horvath, A.; Koehn, E.; Moritz, S. L.; Mass, M.; Haughney, R. A. (2003). "Rebuilding the World Trade Center". Practice Periodical on Structural Design and Construction. 8 (3): 137. doi:10.1061/(ASCE)1084-0680(2003)8:3(137).
• Godschalk, D. R. (2003). "Urban Hazard Mitigation: Creating Resilient Cities". Natural Hazards Review. 4 (3): 136–000. doi:10.1061/(ASCE)1527-6988(2003)4:3(136).
• Sivakumar, K. (2003). "Discussion of "Why Did the World Trade Center Collapse?—Simple Analysis" by Zdeněk P. Bažant and Yong Zhou". Journal of Engineering Mechanics. 129 (7): 839–000. doi:10.1061/(ASCE)0733-9399(2003)129:7(839).
• Bažant, Z. K. P.; Zhou, Y. (2003). "Closure to "Why Did the World Trade Center Collapse?—Simple Analysis" by Zdeněk P. Bažant and Yong Zhou". Journal of Engineering Mechanics. 129 (7): 839. doi:10.1061/(ASCE)0733-9399(2003)129:7(839.2).
• Schexnayder, C. (2003). "Crane Accidents… Construction Sessions… Roebling Award… Books… Conferences…". Practice Periodical on Structural Design and Construction. 8 (2): 67–00. doi:10.1061/(ASCE)1084-0680(2003)8:2(67).
• Vallero, D. A. (2003). "Teachable Moments and the Tyranny of the Syllabus: September 11 Case". Journal of Professional Issues in Engineering Education and Practice. 129 (2): 100–000. doi:10.1061/(ASCE)1052-3928(2003)129:2(100).
• Vesilind, P. A. (2003). "Engineering and the Threat of Terrorism". Journal of Professional Issues in Engineering Education and Practice. 129 (2): 70–00. doi:10.1061/(ASCE)1052-3928(2003)129:2(70).
• Gilbert, P. H.; Isenberg, J.; Baecher, G. B.; Papay, L. T.; Spielvogel, L. G.; Woodard, J. B.; Badolato, E. V. (2003). "Infrastructure Issues for Cities—Countering Terrorist Threat". Journal of Infrastructure Systems. 9: 44. doi:10.1061/(ASCE)1076-0342(2003)9:1(44).
• Iwankiw, N. (2003). "Future Forums and Reflections on September 11, 2001". Practice Periodical on Structural Design and Construction. 8: 2–0. doi:10.1061/(ASCE)1084-0680(2003)8:1(2).
• Buckner, C. D. (2002). "Editor's Note". Journal of Structural Engineering. 128 (8): 963–000. doi:10.1061/(ASCE)0733-9445(2002)128:8(963).
• Roësset, J. M.; Yao, J. T. P. (2002). "State of the Art of Structural Engineering". Journal of Structural Engineering. 128 (8): 965. doi:10.1061/(ASCE)0733-9445(2002)128:8(965).
• Carper, K. L. (2002). "Editor's Note". Journal of Performance of Constructed Facilities. 16 (3): 95–00. doi:10.1061/(ASCE)0887-3828(2002)16:3(95).
• Longinow, A. (2002). "Editor's Note". Practice Periodical on Structural Design and Construction. 7 (3): 97–00. doi:10.1061/(ASCE)1084-0680(2002)7:3(97).
• Monahan, B. (2002). "World Trade Center Collapse—Civil Engineering Considerations". Practice Periodical on Structural Design and Construction. 7 (3): 134–000. doi:10.1061/(ASCE)1084-0680(2002)7:3(134).
• Buckner, C. D. (2002). "Editor's Note". Journal of Structural Engineering. 128 (7): 839–000. doi:10.1061/(ASCE)0733-9445(2002)128:7(839).
• Newland, D. E.; Cebon, D. (2002). "Could the World Trade Center have been Modified to Prevent its Collapse?". Journal of Engineering Mechanics. 128 (7): 795. doi:10.1061/(ASCE)0733-9399(2002)128:7(795).
• Simpson, D. M.; Stehr, S. D. (2002). "Investigating the Disaster in New York City: Conducting Field Research Following the Collapse of the World Trade Center". Natural Hazards Review. 3 (2): 34. doi:10.1061/(ASCE)1527-6988(2002)3:2(34).
• Bažant, Z. K. P.; Zhou, Y. (2002). "Addendum to "Why Did the World Trade Center Collapse?—Simple Analysis"". Journal of Engineering Mechanics. 128 (3): 369. doi:10.1061/(ASCE)0733-9399(2002)128:3(369).
• Carper, K. L. (2002). "Editor's Note". Journal of Performance of Constructed Facilities. 16: 1–0. doi:10.1061/(ASCE)0887-3828(2002)16:1(1).
• Schexnayder, C. (2002). "Trial and Adversity…Godfrey Weitzel…Construction Notes…Construction Institute Awards…Conferences…". Practice Periodical on Structural Design and Construction. 7: 1–0. doi:10.1061/(ASCE)1084-0680(2002)7:1(1).
• Peek, L. A.; Beavers, J. E. (2002). "Role of the Natural Hazards and Disaster Field in the Aftermath of September 11". Natural Hazards Review. 3: 2. doi:10.1061/(ASCE)1527-6988(2002)3:1(2).
• Bažant, Z. K. P.; Zhou, Y. (2002). "Why Did the World Trade Center Collapse?—Simple Analysis". Journal of Engineering Mechanics. 128: 2. doi:10.1061/(ASCE)0733-9399(2002)128:1(2).