BFRL Publications - steels

steels

• Adiabatic Surface Temperature for Calculating Heat Transfer to Fire Exposed Structures.
  Volume 2;Interflam 2007. (Interflam '07). International Interflam Conference, 11th Proceedings. Volume 2. September 3-5, 2007, London, England, 943-953 pp, 2007.
  Wickstrom, U.; Duthinh, D.; McGrattan, K. B.
• Analysis of Inter-laboratory Testing of Non-loadbearing Gypsum/Steel-Stud Wall Assemblies.
  NISTIR 7471; 37 p. December 2007.
  Grosshandler, W. L.; Manzello, S. L.; Maranghides, A.; Mizukami, T.
• Analysis of Structural Steel Update. (Mechanical and Metallurgical Analysis of Structural Steel.)
  Project 3;National Construction Safety Team Advisory Committee Meeting. Construction Safety Investigations. October 19, 2004, Gaithersburg, MD, 15 pp, 2004.
  Gayle, F. W.
• Analysis of Structural Steel Update. (Mechanical and Metallurgical Analysis of Structural Steel.)
  Project 3;National Construction Safety Team Advisory Committee Meeting. Construction Safety Investigations. October 19, 2004, Gaithersburg, MD, 15 pp, 2004.
  Gayle, F. W.
• Building and Fire Safety : Responding to the World Trade Center Disaster.
  TS 3-7-5 Fire Engineering (1);Tall Buildings in Historical Cities: Culture and Technology for Sustainable Cities. Volume 2. Proceedings. Council on Tall Buildings and Urban Habitat (CTBUH) 2004 Seoul Conference. October 10-13, 2004, Seoul, Korea, Lee, L. H.; Klemencic, R.; Kim, S. D., Editor(s)(s), 1137-1149 pp, 2004.
  Sunder, S. S.
• Building and Fire Safety : Responding to the World Trade Center Disaster.
  TS 3-7-5 Fire Engineering (1);Tall Buildings in Historical Cities: Culture and Technology for Sustainable Cities. Volume 2. Proceedings. Council on Tall Buildings and Urban Habitat (CTBUH) 2004 Seoul Conference. October 10-13, 2004, Seoul, Korea, Lee, L. H.; Klemencic, R.; Kim, S. D., Editor(s)(s), 1137-1149 pp, 2004.
  Sunder, S. S.
• Comparison of Building Code Structural Requirements. Federal Building and Fire Safety Investigation of the World Trade Center.
  NIST NCSTAR 1-1B; 264 p. September 2005.
  Ghosh, S. K.; Liang, X.
• Comparison of Building Code Structural Requirements. Federal Building and Fire Safety Investigation of the World Trade Center.
  NIST NCSTAR 1-1B; 264 p. September 2005.
  Ghosh, S. K.; Liang, X.
• Comparison of Fire Sprinkler Piping Materials: Steel, Copper, Chlorinated Polyvinyl Chloride and Polybutylene, in Residential and Light Hazard Installations.
  NISTIR 5339; FA-150; 40 p. June 1994.
  Notarianni, K. A.; Jackson, M. A.
• Comparison of the Seismic Provisions of Model Building Codes and Standards to the 1991 NEHRP Recommended Provisions.
  NIST GCR 95-674; 92 p. May 1995.
  Melvyn Green and Associates, Inc.
• Comparison of the Seismic Provisions of Model Building Codes and Standards to the 1994 NEHRP Recommended Provisions.
  NIST GCR 98-755; ICSSC TR-20; 188 p. August 1998.
  Degenkolb Engineers
• Contemporaneous Structural Steel Specifications. Federal Building and Fire Safety Investigation of the World Trade Center Disaster.
  NIST NCSTAR 1-3A; 86 p. September 2005.
  Luecke, W. E.; Siewert, T. A.; Gayle, F. W.
• Cyclic Testing of Steel Moment Connections Rehabilitated With RBS or Welded Haunch.
  Journal of Structural Engineering, Vol. 126, No. 1, 57-68, January 2000.
  Uang, C. M.; Yu, Q. S.; Noel, S.; Gross, J. L.
• Cyclic Testing of Steel Moment Connections Rehabilitated With RBS or Welded Haunch.
  Journal of Structural Engineering, Vol. 126, No. 1, 57-68, January 2000.
  Uang, C. M.; Yu, Q. S.; Noel, S.; Gross, J. L.
• Damage and Failure Modes of Structural Steel Components. Appendices A-G. Federal Building and Fire Safety Investigation of the World Trade Center Disaster.
  NIST NCSTAR 1-3C; 258 p. September 2005.
  Banovic, S. W.; Foecke, T.
• Damage and Failure Modes of Structural Steel Components. Federal Building and Fire Safety Investigation of the World Trade Center Disaster.
  NIST NCSTAR 1-3C; 336 p. September 2005.
  Banovic, S. W.; Foecke, T.
• Design, Construction and Maintenance of Structural and Life Safety Systems. Federal Building and Fire Safety Investigation of the World Trade Center.
  NIST NCSTAR 1-1; 270 p. September 2005.
  Lew, H. S.; Bukowski, R. W.; Carino, N. J.
• Design Guidelines for the Seismic Modification of Welded Steel Moment Frame Buildings.
  NIST SP 931; PB98-150238; August 1998.U.S./Japan Natural Resources Development Program (UJNR). Wind and Seismic Effects. Joint Meeting of the U.S./Japan Cooperative Program in Natural Resources Panel on Wind and Seismic Effects, 30th. May 12-15, 1998, Gaithersburg, MD, Raufaste, N. J., Jr., Editor(s), 201-210 pp, 1998.
  Gross, J. L.
• Droplet Impact on a Heated Stainless Steel Surface: Influence of Camera Framing Rate.
  Journal of Heat Transfer, Vol. 126, No. 4, 499-499, August 2004.
  Manzello, S. L.; Yang, J. C.
• Emulation of Automated Structural Steelwork Erection Using CIMsteel Integration Standards.
  IC-621;International Conference on Computing in Civil and Building Engineering (ICCCBE), Joint International 11th. Proceedings. June 14-16, 2006, Montreal, Canada, 1-10 pp, 2006.
  Kamat, V. R.; Lipman, R. R.
• Evaluation Method of Structural Fire Resistance.
  NISTIR 6588; November 2000.U.S./Japan Government Cooperative Program on Natural Resources (UJNR). Fire Research and Safety. 15th Joint Panel Meeting. Volume 1. Proceedings. March 1-7, 2000, San Antonio, TX, Bryner, S. L., Editor(s), 189-195 pp, 2000.
  Ohmiya, Y.; Yusa, S.; Harada, K.
• Experiments and Modeling of Structural Steel Elements Exposed to Fire. Appendices D-G. Federal Building and Fire Safety Investigation of the World Trade Center Disaster.
  NIST NCSTAR 1-5B; 54 p. September 2005.
  Hamins, A.; Maranghides, A.; McGrattan, K. B.; Johnsson, E. L.; Ohlemiller, T. J.; Donnelly, M. K.; Yang, J. C.; Mulholland, G. W.; Prasad, K. R.; Kukuck, S. R.; Anleitner, R. L.; McAllister, T. P.
• Experiments and Modeling of Unprotected Structural Steel Elements Exposed to a Fire.
  Fire Safety Science. Proceedings. Eighth (8th) International Symposium. International Association for Fire Safety Science (IAFSS). September 18-23, 2005, Beijing, China, Intl. Assoc. for Fire Safety Science, Boston, MA, Gottuk, D. T.; Lattimer, B. Y., Editor(s)(s), 189-200 pp, 2005.
  Hamins, A.; McGrattan, K. B.; Prasad, K. R.; Maranghides, A.; McAllister, T.
• Failure Analysis of Welded Steel Moment Frames Damaged in the Northridge Earthquake.
  NISTIR 5944; 175 p. January 1997.
  Kaufmann, E. J.; Fisher, J. W.; DiJulio, R. M., Jr.; Gross, J. L.
• Fire Endurance of Open-Web Steel-Joist Floors With Concrete Slabs and Gypsum Ceilings.
  BMS 141; 19 p. August 23, 1954.
  Ryan, J. V.; Bender, E. W.
• Fire Endurance Test of Selected Residential Floor Constructions.
  NBSIR 82-2488; 113 p. May 1982.
  Fang, J. B.
• Fire Performance of of a Non-Load Bearing Steel Stud Gypsum Board Wall Assembly. (POSTER ABSTRACTS)
  POSTER ABSTRACTS;Fire Safety Science. Proceedings. Eighth (8th) International Symposium. (POSTER ABSTRACTS). International Association for Fire Safety Science (IAFSS). September 18-23, 2005, Beijing, China, Intl. Assoc. for Fire Safety Science, Boston, MA, Gottuk, D. T.; Lattimer, B. Y., Editor(s), 1638-1638 p., 2005.
  Manzello, S. L.; Gann, R. G.; Kukuck, S. R.; Prasad, K. R.; Jones, W. W.
• Fire Performance of Selected Residential Floor Constructions Under Room Burnout Conditions. Interim Report.
  NBSIR 80-2134; 79 p. December 1980.
  Fang, J. B.
• Fire Resistance Proficiency Testing of Gypsum/Steel-Stud Wall Assemblies.
  Technical Memorandum of PWRI 4075;Wind and Seismic Effects. U.S./Japan Natural Resources Development Program (UJNR). Joint Meeting, 39th. Technical Memorandum of PWRI 4075. Proceedings. May 14-16, 2007, Tsukuba, Japan, 334-344 pp, 2007.
  Grosshandler, W. L.
• Fire Safety Study of Steel Ducts. Second Progress Report. Effect of Joint Design and Loading.
  FR 1004:9.2F; 31 p. February 13, 1973.
  Issen, L. A.
• FIRES-RC II. Computer Program for the FIre REsponse of Structures--Reinforced Concrete Frames. Second Revised Version.
  NBS GCR 78-115; UCB FRG-77-8; 249 p. July 1977.
  Iding, R. H.; Bresler, B.; Nizamuddin, Z.
• Furnace Testing of Full-Scale Gypsum Steel Stud Non-Load Bearing Wall Assemblies: Results of Multi-Laboratory Testing in Canada, Japan and USA.
  Session 8: Poster Session;Structures in Fire (SiF'08), 5th International Conference. Proceedings. Session 8: Poster Session. May 28-30, 2008, Singapore, 687-698 pp, 2008.
  Manzello, S. L.; Grosshandler, W. L.; Mizukami, T.
• January 17, 1995 Hyogoken-Nanbu (Kobe) Earthquake: Performance of Structures, Lifelines, and Fire Protection Systems.
  NIST SP 901; ISCCS TR18; 573 p. July 1996.
  Chung, R. M.; Ballantyne, D. B.; Comeau, E.; Holzer, T. L.; Madrzykowski, D.; Schiff, A. J.; Stone, W. C.; Wilcoski, J.; Borcherdt, R. D.; Cooper, J. D.; Lew, H. S.; Moehle, J.; Sheng, L. H.; Taylor, A. W.; Bucker, I.; Hayes, J.; Leyendecker, E. V.; O'Rourke, T.; Singh, M. P.; Whitney, M.
• Mapping Between the CIMSteel Integration Standards and Industry Foundation Classes Product Models for Structural Steel.
  International Conference on Computing in Civil and Building Engineering (ICCCBE), Joint International 11th. Proceedings. June 14-16, 2006, Montreal, Canada, 1-10 pp, 2006.
  Lipman, R. R.
• Mechanical and Metallurgical Analysis of Structural Steel. Federal Building and Fire Safety Investigation of the World Trade Center Disaster.
  NIST NCSTAR 1-3; 184 p. September 2005.
  Gayle, F. W.; Fields, R. J.; Luecke, W. E.; Banovic, S. W.; Foecke, T.; McCowan, C. N.; Siewert, T. A.; McColskey, J. K.
• Modes and Mechanisms of Degradation of Epoxy-Coated Reinforcing Steel in a Marine Environment.
  Durability of Building Materials and Components 7th. Volume 1. Chapter 51. 1996, E&FN Spon, London, England, Sjostrom, C., Editor(s), 491-502 pp, 1996.
  Nguyen, T.; Martin, J. W.
• Nondestructive Techniques to Investigate Corrosion Status in Concrete Structures.
  Journal of Performance of Constructed Facilities, Vol. 13, No. 3, 96-106, August 1999.
  Carino, N. J.
• Performance of a Non-Load-Bearing Steel Stud Gypsum Board Wall Assembly: Experiments and Modeling.
  Fire and Materials, Vol. 31, No. 5, 297-310, August/September 2007.
  Manzello, S. L.; Gann, R. G.; Kukuck, S. R.; Prasad, K. R.; Jones, W. W.
• Prototype Computer-Integrated Knowledge System: Predicting Service Life of Chloride-Exposed Steel-Reinforced Concrete.
  Concrete International, 42-47, December 1996.
  Bentz, D. P.; Clifton, J. R.; Snyder, K. A.
• Report of the NIST Workshop on Automated Steel Construction.
  NIST SP 989; September 2002.International Symposium on Automation and Robotics in Construction, 19th (ISARC). Proceedings. National Institute of Standards and Technology, Gaithersburg, Maryland. September 23-25, 2002, 247-253 pp, 2002.
  Lytle, A. M.; Saidi, K. S.; Stone, W. C.; Gross, J. L.
• Required Properties of High-Performance Steels.
  NISTIR 6004; 98 p. May 1997.
  Galambos, T. V.; Hajjar, J. F.; Earls, C. J.; Gross, J. L.
• Retrofit of Pre-Northridge Moment-Resisting Connections.
  Journal of Structural Engineering, Vol. 126, No. 4, 445-452, April 2000.
  Civjan, S. A.; Englehardt, M. D.; Gross, J. L.
• Retrofit of Pre-Northridge Moment-Resisting Connections.
  Journal of Structural Engineering, Vol. 126, No. 4, 445-452, April 2000.
  Civjan, S. A.; Englehardt, M. D.; Gross, J. L.
• Role of the CIMsteel Integration Standards in Automating the Erection and Surveying of Constructional Steelwork .
  NIST SP 989; September 2002.International Symposium on Automation and Robotics in Construction, 19th (ISARC). Proceedings. National Institute of Standards and Technology, Gaithersburg, Maryland. September 23-25, 2002, 15-20 pp, 2002.
  Reed, K. A.
• Seismic Rehabilitation Design of Steel Moment Connection With Welded Haunch.
  Journal of Structural Engineering, Vol. 126, No. 1, 69-78, January 2000.
  Yu, Q. S.; Uang, C. M.; Gross, J. L.
• Seismic Rehabilitation Design of Steel Moment Connection With Welded Haunch.
  Journal of Structural Engineering, Vol. 126, No. 1, 69-78, January 2000.
  Yu, Q. S.; Uang, C. M.; Gross, J. L.
• Simulating the Coupled Fire, Thermal, Structural Response of World Trade Center Towers.
  Project 5;National Construction Safety Team Advisory Committee Meeting. Construction Safety Investigations. October 19, 2004, Gaithersburg, MD, 21 pp, 2004.
  Prasad, K. R.; Baum, H. R.
• Simulating the Coupled Fire, Thermal, Structural Response of World Trade Center Towers.
  Project 5;National Construction Safety Team Advisory Committee Meeting. Construction Safety Investigations. October 19, 2004, Gaithersburg, MD, 21 pp, 2004.
  Prasad, K. R.; Baum, H. R.
• Simulation of the Fires in WTC 1 and 2.
  Project 5;National Construction Safety Team Advisory Committee Meeting. Construction Safety Investigations. October 19, 2004, Gaithersburg, MD, 15 pp, 2004.
  McGrattan, K. B.
• Simulation of the Fires in WTC 1 and 2.
  Project 5;National Construction Safety Team Advisory Committee Meeting. Construction Safety Investigations. October 19, 2004, Gaithersburg, MD, 15 pp, 2004.
  McGrattan, K. B.
• Slab Effects in SMRF Retrofit Connection Tests.
  Journal of Structural Engineering, Vol. 127, No. 3, 230-237, March 2001.
  Civjan, S. A.; Englehardt, M. D.; Gross, J. L.
• Steel Inventory and Identification. Federal Building and Fire Safety Investigation of the World Trade Center Disaster.
  NIST NCSTAR 1-3B; 112 p. September 2005.
  Banovic, S. W.
• Strength and Ductility of Concrete Beams Reinforced With Carbon FRP and Steel.
  NISTIR 6830; 33 p. November 2001.
  Duthinh, D.; Starnes, M. A.
• Survey of Steel Moment-Resisting Frame Buildings Affected by the 1994 Northridge Earthquake.
  NISTIR 5625; 174 p. April 1995.
  Youssef, N. F. G.; Bonowitz, D.; Gross, J. L.