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Author: john gross
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Displaying records 21 to 30 of 53 records.
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21. Fire Endurance Testing of Floor Systems Effects of Scale and Restraint
Series: Special Publication (NIST SP)
Report Number: 1054
Published: Date unknown
Author: John L Gross
Abstract: Three standard fire resistance tests (ASTM E 119) were conducted on a composite floor system to study the effects of 1) test restraint conditions, and 2) scale of the test. Two full-scale tests, 35 ft (10.7 m) span, and one half-scale test, 17 ft (5 ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860666

22. Fire Induced Thermal and Structural Response of the World Trade Center Towers
Published: 9/26/2008
Authors: Kuldeep R Prasad, Anthony P Hamins, Therese P McAllister, John L Gross
Abstract: Over the past several years, there has been a resurgence of interest in studying the response of building structures to fires. Typically, the thermal loading for structural analysis of a building subject to fire is obtained from a standard time-tempe ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=861473

23. Fire Resistance Tests of the Floor Truss Systems. Federal Building and Fire Safety Investigation of the World Trade Center Disaster (NIST NCSTAR 1-6B)
Series: National Construction Safety Team Act Reports (NIST NCSTAR)
Report Number: 1-6
Published: 12/1/2005
Authors: John L Gross, F Hervey, M Izydorek, J Mammoser, J Treadway
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=101042

24. Fire Resistance Tests of the Floor Truss Systems. Federal Building and Fire Safety Investigation of the World Trade Center Disaster (NIST NCSTAR 1-6B) ***DRAFT for Public Comments***
Series: National Construction Safety Team Act Reports (NIST NCSTAR)
Report Number: 1-6
Published: 9/1/2005
Authors: John L Gross, F Hervey, M Izydorek, J Mammoser, J Treadway
Abstract: The National Institute of Standards and Technology (NIST) review of available documents related to the design and construction of the World Trade Center (WTC) towers indicated that the fire performance of the composite floor system of the WTC towers ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909152

25. 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 NCSTAR 1-6D)
Series: National Construction Safety Team Act Reports (NIST NCSTAR)
Report Number: 1-6
Published: 12/1/2005
Authors: Mehdi S Zarghamee, Y Kitane, Omer O Erbay, Therese P McAllister, John L Gross
Abstract: Simpson Gumpertz & Heger Inc (SGH) developed global models of the World Trade Center (WTC) towers using finite elements to gain an understanding of the roles of the aircraft impact damage and the subsequent fires in the WTC towers with respect to st ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=101366

26. 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 NCSTAR 1-6D) ***DRAFT for Public Comments***
Series: National Construction Safety Team Act Reports (NIST NCSTAR)
Report Number: 1-6
Published: 9/1/2005
Authors: Mehdi S Zarghamee, Yasuo Kitane, Omer O Erbay, Therese P McAllister, John L Gross
Abstract: Simpson Gumpertz & Heger Inc. (SGH) developed global models of the World Trade Center (WTC) towers using finite elements to gain an understanding of the roles of the aircraft impact damage and the subsequent fires in the WTC towers with respect to st ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909178

27. Implications for Earthquake Risk Reduction in the United States From the Kocaeli, Turkey, Earthquake of August 17, 1999
Published: 8/1/2000
Authors: John L Gross, Long Thanh Phan
Abstract: The moment magnitude (MW) 7.4 Kocaeli, Turkey, earthquake struck the Kocaeli province of northwestern Turkey on Tuesday, August 17, 1999 at 3:02 a.m. local time and caused extensive damage to buildings (an estimated 250,000 building units suffered fr ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860243

28. Investigation of L'Ambiance Plaza Building Collapse in Bridgeport, Connecticut (NBS IR 87-3640)
Series: NIST Interagency/Internal Report (NISTIR)
Report Number: 87-3640
Published: 9/30/1987
Authors: C G. Culver, C. F. Scribner, R D Marshall, Felix Y. Yokel, John L Gross, Charles William Clay Yancey, E. M. Hendrickson
Abstract: Results from an investigation to determine the cause of the collapse of the L'Ambiance Plaza building on April 23, 1987 are presented. The building was being constructed using the lift-slab method: collapse occurred during construction. The invest ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=908893

29. Lateral torsional buckling of steel W-beams subjected to localized fires
Published: 9/1/2013
Authors: Chao Zhang, John L Gross, Therese P McAllister
Abstract: Current design approaches to assess the lateral torsional buckling capacity of steel beams in fire are based on the assumption of uniform steel temperature. This paper investigates the effect of temperature gradients on the lateral torsional buckling ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=913504

30. Manual for Seismic and Windstorm Evaluation of Existing Concrete Buildings for Dominican Republic (NIST IR 6867)
Series: NIST Interagency/Internal Report (NISTIR)
Report Number: 6867
Published: 4/1/2002
Authors: Hai Sang Lew, Emil Simiu, John L Gross
Abstract: This manual is prepared for seismic and winds hazards evaluation of reinforced concrete buildings in the Dominican Republic. The evaluation procedures presented in this manual can be applied to any ordinary cast-in-place concrete buildings, but are ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860413



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