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31. NIST-SFPE Workshop for Development of a National R&D Roadmap for Structural Fire Safety Design and Retrofit of Structures: Proceedings
Series: NIST Interagency/Internal Report (NISTIR)
Report Number: 7133
Published: 4/20/2004
Authors: K H Almand, Long Thanh Phan, Therese P McAllister, M A. Starnes, John L Gross
Abstract: This report describes the results of the workshop sponsored by the National Institute of Standards and Technology's Building and Fire Research Laboratory that was held on October 2-3, 2003 in Baltimore, MD. The workshop was planned to assist with the ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860570

32. NIST-SFPE Workshop for Development of a National R&D Roadmap for Structural Fire Safety Design and Retrofit of Structures: Proceedings.
Published: 12/1/2003
Authors: K H Almand, Long Thanh Phan, Therese P McAllister, M A. Starnes, John L Gross
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=100887

33. NIST-SFPE Workshop for Development of a National R&D Roadmap for Structural Fire Safety Design and Retrofit of Structures: Proceedings.
Series: NIST Interagency/Internal Report (NISTIR)
Report Number: 7133
Published: 12/1/2004
Authors: K H Almand, Long Thanh Phan, Therese P McAllister, M A. Starnes, John L Gross
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=101411

34. Overview of the Structural Design of World Trade Center 1, 2, and 7
Published: 9/1/2012
Authors: Therese P McAllister, Fahim Sadek, John L Gross, Jason D Averill, Richard George Gann
Abstract: This paper summarizes the primary structural systems which comprised World Trade Center 1, World Trade Center 2, and World Trade Center 7. The buildings were destroyed in the terrorist attacks of September 11, 2001. This paper describes the four ma ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=910105

35. PERFORMANCE OF SEISMIC MOMENT RESISTING CONNECTIONS UNDER COLUMN REMOVAL SCENARIO
Published: 4/9/2008
Authors: Fahim Sadek, Hai Sang Lew, Joseph A Main, John L Gross
Abstract: Beam-to-column moment connections in steel frame construction have been studied extensively for seismic applications.  However, the behavior of such connections has not been studied under the monotonic loading conditions expected in progressive ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=861512

36. Passive Fire Protection. Federal Building and Fire Safety Investigation of the World Trade Center Disaster (NIST NCSTAR 1-6A)
Series: National Construction Safety Team Act Reports (NIST NCSTAR)
Report Number: 1-6
Published: 12/1/2005
Authors: Nicholas J. Carino, M A. Starnes, John L Gross, Jiann C Yang, S R. Kukuck, Kuldeep R Prasad, Richard W. Bukowski
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=101041

37. Passive Fire Protection. Federal Building and Fire Safety Investigation of the World Trade Center Disaster (NIST NCSTAR 1-6A) ***DRAFT for Public Comments***
Series: National Construction Safety Team Act Reports (NIST NCSTAR)
Report Number: 1-6
Published: 9/1/2005
Authors: Nicholas J. Carino, M A. Starnes, John L Gross, Jiann C Yang, S R. Kukuck, Kuldeep R Prasad, Richard W. Bukowski
Abstract: This report deals with the passive fire protection used in the World Trade Center (WTC) towers. The main objective is to provide background information that can be used to assess the in-place conditions of the passive protection before and after airc ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909151

38. Report of the NIST Workshop on Automated Steel Construction
Published: 9/1/2002
Authors: Alan M. (Alan M.) Lytle, Kamel Shawki Saidi, William C Stone, John L Gross
Abstract: The Building and Fire Research Laboratory of the National Institute of Standards and Technology, in cooperation with the American Institute of Steel Construction, sponsored a workshop on automated steel construction. The purpose of the workshop was ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860435

39. Retrofit of Pre-Northridge Moment-Resisting Connections
Published: 4/1/2000
Authors: S A Civjan, M D Engelhardt, John L Gross
Abstract: An experimental program was undertaken to evaluate methods to retrofit existing steel moment connections for improved seismic performance. Six full-scale subassemblages were tested under cyclic loading. Typical pre-Northridge connections were retrofi ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860340

40. Seismic Rehabilitation Design of Steel Moment Connection with Welded Haunch
Published: 1/1/2000
Authors: Q -S Yu, C M Uang, John L Gross
Abstract: This paper describes a design procedure for the seismic rehabilitation of pre-Northridge steel moment connections using a welded haunch. Experimental results from cyclic testing of full-scale specimens demonstrated that welding a triangular haunch be ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860339



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