FireDOC Search

displaying 281 - 290 results in total 308

  • Structural Clay Products Institute
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    Building Code Requirements for Engineered Brick Masonry.
    Structural Clay Products Inst., McLean, VA
    UDC 692.02, August 1969, 40 p.

  • Thomas, G. C.; Buchanan, A. H.; Fleischmann, C. M.
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    Structural Fire Design: The Role of Time Equivalence.
    University of Canterbury, Christchurch, New Zealand
    International Association for Fire Safety Science. Fire Safety Science. Proceedings. Fifth (5th) International Symposium. March 3-7, 1997, Intl. Assoc. for Fire Safety Science, Boston, MA, Melbourne, Australia, Hasemi, Y., Editors, 607-618 p., 1997

  • Garrett, J. H., Jr.; Fenves, S. J.; Kiliccote, H.
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    Evaluation of the AP 230 Application Protocol.
    Carnegie-Mellon Univ., Pittsburgh, PA
    National Institute of Standards and Technology, Gaithersburg, MD, NIST GCR 97-738, September 1997, 48 p.

  • Ma, Z.; Makelainen, P.
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    Parametric Temperature-Time Curves of Medium Compartment Fires for Structural Design.
    Helsinki University of Technology, Finland
    Fire Safety Journal, Vol. 34, No. 4, 361-375, 2000

  • Bohm, B.
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    Fully Developed Polyethylene and Wood Compartment Fires With Application to Structural Design.
    Technical University of Denmark
    Thesis, 1977, 303 p.

  • Feeney, M.
    view article (6.414618)

    Significance of Sprinkler Effectiveness in Performance Based Design of Steel Buildings for Fire.
    Holmes Fire and Safety, Auckland, New Zealand
    Engineered Fire Protection Design...Applying Fire Science to Fire Protection Problems, International Conference. Proceedings. Co-organized by: Society of Fire Protection Engieners (SFPE) and National Institute of Standards and Technology (NIST). June 11-15, 2001, San Francisco, CA, 437-448 p., 2001

  • Reiss, M. H.; Antell, J. H.
    view article (6.414618)

    Global Design Harmony.
    NFPA Journal, Vol. 96, No. 3, 66-70, May/June 2002

  • Kusunoki, K.; Teshigawara, M.
    view article (6.414618)

    Development of an Evaluation System for Structural Damage.
    Building Research Institute, Tsukuba, Japan; Keio Univ., Tokyo, Japan
    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, 441-448 p., 2003

  • Tamura, K.; Nakamura, Y.; Ishiii, D.
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    Structural Redundancy of Earthquake Resistant Designed Buildings Against Impulsive Load.
    Shimizu Corp., Tokyo, Japan
    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, 583-590 p., 2003

  • Wong, Y.; Butterworth, N.
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    Integrated Structural Fire Design for High Rise Buildings.
    Buro Happold FEDRA, Leeds, 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, 649-656 p., 2003