FireDOC Search

displaying 541 - 550 results in total 566

  • Federal Emergency Management Agency
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    World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations.
    Federal Emergency Management Agency, Washington, DC
    FEMA 403, September 2002, 310 p.

  • Kirschner, K.
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    Through-Bolts in the Top Chord of Steel Joists.
    AFCON, S. El Monte, CA
    Sprinkler Age, Vol. 21, No. 9, 22,24, September 2002

  • Pignatta e Silva, V.; Fakury, R. H.
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    New Brazillian Standards of Fire Steel Design.
    Polytechnic School of the University of Sao Paulo, Brazil; Engineering School of the Federal University of Minas Gerais, Brazil
    Performance-Based Codes and Fire Safety Design Methods, 3rd International Conference. Proceedings. June 15-17, 2000, Lund, Sweden, Jonsson, R.; Almand, K.; Maskas, J., Editors, 287-294 p., 2000

  • Construction Innovation
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    IRC Joins Industry partners in Comprehensive Steel-Frame Testing.
    Construction Innovation, Vol. 1, No. 4, 1-4, Spring 1996

  • Harry, L. D.; Meltzer, J. S.; Robin, M. L.
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    Development of Room Pressure in the Discharge of FM-200 Compared to the Strength of Various Structural Components.
    Kidde-Fenwal, Inc., Ashland, MA; Great Lakes Chemical Corp., West Lafayette, IN
    Halon Options Technical Working Conference. Proceedings. HOTWC 1997. Sponsored by: University of New Mexico, Halon Alternative Research Corp., National Association of Fire Equipment Distributors, Inc., Hughes Associates, Inc., and Kidde International. May 6-8, 1997, Albuquerque, NM, 611-622 p., 1997

  • Rahman, A. A.; Hawileh, R. A.; Mahamid, M.
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    Computational Model for Steel Connections in Fire Loading.
    University of Wisconsin, Milwaukee
    Designing Structures for Fire. Proceedings. Co-Sponsored by: Society of Fire Protection Engieners and Structural Engineering Institute. September 30-October 1, 2003, DEStech Publications, Inc., Baltimore, MD, 323-328 p., 2003

  • Kirby, B. R.
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    New Research in the Understanding of Steel Frames in Fire and the Development of New Fire Engineered Solutions Applicable to Tall Buildings.
    Swinden Technology Centre, Rotherham, UK
    Strategies for Performance in the Aftermath of the World Trade Center. CIB-CTBUH Conference on Tall Buildings. Proceedings. Task Group on Tall Buildings: CIB TG50. CIB Publication No. 290. October 20-23, 2003, Kuala Lumpur, Malaysia, Shafii, F.; Bukowski, R.; Klemencic, R., Editors, 337-344 p., 2003

  • Glanz, J.
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    Reliving 9/11, With Fire as Teacher.
    New York Times, January 6, 2004

  • Harada, K.; Ohmiya, Y.; Natori, A.; Nakamichi, A.
    view article (5.8269486)

    Technical Basis on Structural Fire Resistance Design in Building Standards Law of Japan.
    Kyoto University, Yoshida-Honmachi, Sakyo-ku, Kyoto 606-8501, Japan; Tokyo University of Science, Yamasaki 2641, Noda 278-8510, Japan; Non-Life Insurance Rating Organization of Japan, Tokyo 101-0054, Japan; 4 General Building Research Corporation of Japan, Osaka 540-0024, Japan
    Fire and Materials, Vol. 28, No. 2/4, 323-341, March/August 2004

  • Milke, J. A.
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    Analysis Tools and Design Methods: Current Best Practices. White Paper.
    Maryland Univ., College Park
    NISTIR 7133; White Paper 6, April 20, 2004,
    NIST-SFPE Workshop for Development of a National R&D Roadmap for Structural Fire Safety Design and Retrofit of Structures: Proceedings. Appendix 9.H: White Papers. October 2-3, 2003, Baltimore, MD, 118-145 p., 2004