FireDOC Search

displaying 501 - 510 results in total 516

  • Bong, M. W.
    view article (5.946352)

    Structural Fire Performance of Steel Portal Frame Buildings.
    University of Canterbury, Christchurch, New Zealand
    Fire Engineering Research Report 05/4, August 2005, 321 p.

  • Wald, F.; daSilva, S.; Moore, D. B.; Lennon, T.; Chladna, M.; Santiago, A.; Benes, M.; Borges, L.
    view article (5.946352)

    Experimental Behavior of a Steel Structure Under Natural Fire.
    Czech Technical University in Prague, Czech Republic; Coimbra Univ., Portugal; BCSA-British Constructional Steelwork Association, London, England; Building Research Establishment, Watford, UK; Slovak Technical Univ., Slovak Republic; École Polytechnique Fédérale de Lausanne, Switzerland
    Fire Safety Journal, Vol. 41, No. 7, 509-522, October 2006

  • Al-Jabri, K. S.; Davison, J. B.; Burgess, I. W.
    view article (5.946352)

    Performance of Beam-to-Column Joints in Fire: A Review.
    Sultan Qaboos Univ., Al-Khod, Post Code 123, Oman; Sheffield Univ., UK
    Fire Safety Journal, Vol. 43, No. 1, 50-62, January 2008

  • Havel, G.
    view article (5.946352)

    Building Construction: Lightweight Steel Framing.
    Burlington Fire Dept., WI
    Fire Engineering, Vol. 161, No. 1, 83-84,86,88,90,92, January 2008

  • Suzuki, J.
    view article (5.946352)

    Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 4: Collapse Temperature of Frameworks With Seismic Design.
    Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 3, 177-258, 2007

  • Suzuki, J.
    view article (5.946352)

    Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 5: Behavior and Collapse Temperatures of Existing Frames During Fire Disasters.
    Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 3, 259-282, 2007

  • Suzuki, J.
    view article (5.946352)

    Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 6: Summary.
    Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 3, 283-296, 2007

  • Fire Facilities Inc.
    view article (5.946352)

    Quantifying Fire Facility Considerations.
    Fire Chief, Vol. 52, No. 4, 72-72, April 2008

  • Suzuki, H.
    view article (5.946352)

    Redundancy and Stress Redistribution of Rigidly Connected Steel Frames Subject to Fire.
    University of Tsukuba, Japan
    Fire Science and Technology, Vol. 26, No. 2, 87-92, 2007

  • Mizuno, K.; Wakamatsu, T.; Tanaka,T.
    view article (5.946352)

    Prediction of Temperature Properties of Exterior Steel Structural Members Exposed to Fire: Outline of a Three-Dimensional Heat Flow Analysis Model.
    Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 297-302, 2007