BFRL Publications - beams

beams

• Beam-to-Column Connections for Precast Concrete Moment-Resisting Frames.
  Precast Seismic Structural Systems, 4th Joint Technical Coordinating Committee, Proceedings. May 16-17, 1994, Tsukuba, Japan, 1-8 pp, 1994.
  Cheok, G. S.; Stone, W. C.; Stanton, J.; Seagren, D.
• Developing Detector Siting Rules From Computational Experiments in Spaces With Complex Geometries.
  University of Duisburg. International Conference on Automatic Fire Detection "AUBE '95", 10th. April 4-6, 1995, Duisburg, Germany, Luck, H., Editor(s), 419-428 pp, 1995.Fire Safety Journal, Vol. 29, 129-139, 1997.
  Davis, W. D.; Forney, G. P.; Bukowski, R. W.
• Developing Detector Siting Rules From Computational Experiments in Spaces With Complex Geometries.
  University of Duisburg. International Conference on Automatic Fire Detection "AUBE '95", 10th. April 4-6, 1995, Duisburg, Germany, Luck, H., Editor(s), 419-428 pp, 1995.Fire Safety Journal, Vol. 29, 129-139, 1997.
  Davis, W. D.; Forney, G. P.; Bukowski, R. W.
• Draft Design Guidelines for Concrete Beams Externally Strengthened With FRP.
  NISTIR 6288; February 1999.NIST Workshop on Standards Development for the Use of Fiber Reinforced Polymers for the Rehabilitation of Concrete and Masonry Structures. Proceedings. January 7-8, 1998, Tucson, AZ, Duthinh, D., Editor(s), 3/113-120 pp, 1999.
  GangaRao, V. S.; Vijay, P. V.
• Effect of an Obstructed Ceiling on the Activation Time of a Residential Sprinkler.
  NISTIR 6253; 150 p. November 1998.
  Vettori, R. L.
• Effect of Beamed, Sloped, and Sloped Beamed Ceilings on the Activation TIme of a Residential Sprinkler.
  NISTIR 7079; 45 p. December 2003.
  Vettori, R. L.
• 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.
• Extreme Wind Estimates by the Conditional Mean Exceedance Procedure.
  NISTIR 5531; 16 p. April 1995.
  Gross, J. L.; Simiu, E.; Heckert, N. A.; Lechner, J. A.
• Fire Resistance and Residual Strength of HSC Exposed to Hydrocarbon Fire.
  NIST SP 919; September 1997.International Workshop on Fire Performance of High-Strength Concrete. Proceedings. Appendix B: Workshop Papers. B2. February 13-14, 1997, Gaithersburg, MD, Phan, L. T.; Carino, N. J.; Duthinh, D.; Garboczi, E., Editor(s)(s), 59-67 pp, 1997.
  Jensen, J. J.; Hammer, T. A.; Hansen, P. A.
• 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 NCSTAR 1-5G; 338 p. September 2005.
  Prasad, K. R.; Baum, H. R.
• Modeling of Heating Mechanism and Thermal Response of Structural Components Exposed to Localized Fires: A New Application of Diffusion Flame Modeling to Fire Safety Engineering.
  NISTIR 6030; June 1997.U.S./Japan Government Cooperative Program on Natural Resources (UJNR). Fire Research and Safety. 13th Joint Panel Meeting. Volume 1. March 13-20, 1996, Gaithersburg, MD, Beall, K. A., Editor(s), 237-247 pp, 1997.
  Hasemi, Y.; Yokobayashi, Y.; Wakamatsu, T.; Ptchelintsev, A. V.
• NIST Workshop on Standards Development for the Use of Fiber Reinforced Polymers for the Rehabilitation of Concrete and Masonry Structures, Proceedings, January 7-8, 1998, Tucson, Arizona.
  NISTIR 6288; 156 p. February 1999.NIST Workshop on Standards Development for the Use of Fiber Reinforced Polymers for the Rehabilitation of Concrete and Masonry Structures, Proceedings, Janaury 7-8, 1998, Tucson, AZ, Duthinh, D., Editor(s), 1999.
  Duthinh, D.
• 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 NCSTAR 1-1I; 37 p. September 2005.
  Grill, R. A.; Johnnson, D. A.; Fanella, D. A.
• Seismic Behavior of a Six-Story Precast Office Building.
  Federation Internationale de la Precontrainte (FIP). Proceedings of the 12th Congress. Volume 1. FIP'94. May 29-June 2, 1994, Washington, DC, E16-E22 pp, 1994.
  Tadros, M. K.; Einea, A.; Low, S. G.; Magana, R. A.; Schultz, A. E.
• Shear Strength of High-Strength Concrete Walls and Deep Beams.
  NISTIR 6495; 19 p. May 2000.
  Duthinh, D.
• Simulating the Effect of Beamed Ceilings on Smoke Flow. Part 1. Comparison of Numerical and Experimental Results.
  NISTIR 4994; 24 p. December 1992.
  Forney, G. P.; Davis, W. D.; Klote, J. H.
• Simulating the Effect of Flat Beamed Ceiling on Detector and Sprinkler Response.
  American Society of Mechanical Engineers. Fire, Combustion, and Hazardous Waste Processing. HTD-Vol. 296. November 6-11, 1994, Chicago, IL, American Society of Mechanical Engineers, NY, Acharya, S.; Annamalai, K.; Presser, C.; Skocypec, R. D., Editor(s)(s), 143-150 pp, 1994.
  Forney, G. P.; Bukowski, R. W.; Davis, W. D.
• Strength and Ductility of Concrete Beams Reinforced With Carbon FRP and Steel.
  NISTIR 6830; 33 p. November 2001.
  Duthinh, D.; Starnes, M. A.
• Strengthening of Reinforced Concrete Beams with Carbon FRP.
  Composites in Constructions. 2001, Swets and Zeitlinger, Lisse, 2001.
  Duthinh, D.; Starnes, M. A.
• Structural Fire Modeling: Where Is the Frontier Nowadays?
  NISTIR 6890; September 2002.Fire Resistance Determination and Performance Prediction Research Needs Workshop: Proceedings. Appendix III. Presentations: N. February 19-20, 2002, Gaithersburg, MD, Grosshandler, W. L., Editor(s), 94-106 pp, 2002.
  Franssen, J. M.
• Sustained Load Effects on the Seismic Performance of Concrete Columns.
  Earthquake Engineering Research Institute. Earthquake Awareness and Mitigation Across the Nation. U.S. National Conference, Fifth (5th). Proceedings. Volume 2. July 10-14, 1994, Chicago, IL, 589-597 pp, 1994.
  Schultz, A. E.; Welton, S. S.; Rey, L. E.