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Author: john gross
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1. A Study of Thermal Behavior of a Composite Floor System in Standard Fire Resistance Tests
Series: Technical Note (NIST TN)
Report Number: 1771
Published: 10/26/2012
Authors: Dilip K Banerjee, John L Gross
Abstract: This report summarizes the characterization of the furnace thermal environment and thermal behavior of members during the fire tests. Additionally, numerical results from a heat transfer finite element model of a representative section of the flo ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=911297

2. AISC Design Guide No. 12 Modification of Existing Welded Steel Moment Frame Connections for Seismic Resistance
Published: 5/1/2001
Author: John L Gross
Abstract: The Congressional emergency appropriation resulting from the January 17, 1994, Northridge earthquake provided the Building and Fire Research Laboratory (BFRL) at the National Institute of Standards and Technology (NIST) an opportunity to expand its a ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860338

3. An Integrated Interactive Visualization and Analysis Environment to study the Impact of Fire on Building Structures
Published: 7/25/2010
Authors: Dilip K Banerjee, John L Gross, Pradeep Reddy Gaddam, Thomas M Olano, William J. Hess, Judith Ellen Terrill, Terence J. Griffin, John G Hagedorn, John T. Kelso, Steven G Satterfield
Abstract: We have created an integrated interactive visualization and analysis environment, that can be used immersively or on the desktop, to study the interaction among fire, heat transfer, and structural deformation computed from three linked simulations. ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=905636

4. Analysis of Structural Response of WTC 7 to Fire and Sequential Failures Leading to Collapse
Published: 6/17/2009
Authors: Therese P McAllister, Robert S. MacNeill, Omer O Erbay, Andrew T Sarawit, Mehdi S Zarghamee, Steven W Kirkpatrick, John L Gross
Abstract: This paper presents the structural analysis approach used and results obtained during the investigation conducted by the National Institute of Standards and Technology (NIST) to model the sequence of fire-induced damage and failures leading to the gl ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=902588

5. Best Practice Guidelines for Structural Fire Resistance Design of Concrete and Steel Buildings
Series: Technical Note (NIST TN)
Report Number: 1681
Published: 12/1/2010
Authors: Long Thanh Phan, John L Gross, Therese P McAllister
Abstract: This document is intended to provide practicing engineers and building code officials with a technical resource that contains the current best practice for fire-resistant design of concrete and steel structures. The report provides a review of exi ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=907295

6. Component, Connection, and Subsystem Structural Analysis. Federal Building and Fire Safety Investigation of the World Trade Center Disaster (NIST NCSTAR 1-6C)
Series: National Construction Safety Team Act Reports (NIST NCSTAR)
Report Number: 1-6
Published: 12/1/2005
Authors: Mehdi S Zarghamee, S Bolourchi, D F Eggars, Omer O Erbay, F W Kan, Y Kitane, P R Barrett, John L Gross, Therese P McAllister, A A Liepins, M Mudlock, W I Naguib, R P Ojdrovic, Andrew T Sarawit
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=101043

7. Component, Connection, and Subsystem Structural Analysis. Federal Building and Fire Safety Investigation of the World Trade Center Disaster (NIST NCSTAR 1-6C) ***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, S Bolourchi, D W Eggers, Omer O Erbay, F W Kan, Yasuo Kitane, P R Barrett, John L Gross, Therese P McAllister, A A Liepins, M Mudlock, W I Naguib, R P Ojdrovic, Andrew T Sarawit
Abstract: Simpson Gumpertz & Heger, Inc. (SGH) developed finite element models of the components, connections and subsystems of the World Trade Center (WTC) towers to study their structural performance in the fire environment that followed the aircraft impact ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=909153

8. Cyclic Testing of Steel Moment Frame Connections Rehabilitated with RBS or Welded Haunch
Published: 1/1/2000
Authors: C M Uang, Q -S Yu, S Noel, John L Gross
Abstract: The effectiveness of using the reduced beam section (RBS) and welded haunch for seismic rehabilitation of pre-Northridge steel moment connections was investigated through cyclic testing of six full-scale specimens-three of them incorporated lightweig ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860332

9. Design Guidelines for the Seismic Modification of Welded Steel Moment Frame Buildings
Published: 5/1/1998
Author: John L Gross
Abstract: Prompted by the widespread damage to welded beam-to-column connections as a result of the 1994 Northridge earthquake, the National Institute of Standards and Technology (NIST) initiated a study to determine the efficacy of various techniques for the ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860147

10. Distribution of Earthquake Input Energy in Structures
Series: NIST Interagency/Internal Report (NISTIR)
Report Number: 6903
Published: 1/1/2003
Authors: P Khashaee, B Mohraz, Fahim Sadek, Hai Sang Lew, John L Gross
Abstract: In developing an energy-based design approach and assessing the damage potential of structures, one must know the distribution of earthquake input energy among energy components: kinetic, elastic strain, hysteretic, and damping. This report examines ...
http://www.nist.gov/manuscript-publication-search.cfm?pub_id=860444



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