FireDOC Search

displaying 261 - 270 results in total 298

  • Franssen, J. M.; Pintea, D.; Dotreppe, J. C.
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    Considering the Effects of Localised Fires in the Numerical Analysis of a Building Structure.
    Univ de Liège, 1 Chemin des Chevrevils, 4000 Liège, Belgium
    Fire Safety Journal, Vol. 42, No. 6-7, 473-481, September/October 2007

  • Nadjai, A.; Vassart, O.; Ali, F.; Talamona, D.; Allam, A.; Hawes, M.
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    Performance of Cellular Composite Floor Beams at Elevated Temperatures.
    Ulster Univ., Belfast, UK; Arcelor Profil Luxembourgh S.A Research Centre, L-4009 Esch-sur-Alzette, Luxembourg
    Fire Safety Journal, Vol. 42, No. 6-7, 489-497, September/October 2007

  • Frank, D.
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    Cutting Metal I-Beams.
    Fire Engineering, Vol. 160, No. 10, 18,20,22, October 2007

  • Purkiss, J. A.
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    Fire Safety Engineering: Design of Structures. 2nd Edition.
    Fire Safety Engineering Design of Structures. Second (2nd) Edition, Purkiss, J. A., Editors, 419 p., 2007

  • Al-Jabri, K. S.; Davison, J. B.; Burgess, I. W.
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    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

  • Cavette, C.
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    Support Beams.
    Fire Chief, Vol. 52, No. 1, 76,78-80, January 2008

  • Liew, J. Y.R.; Tang, L. K.; Choo, Y. S.
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    Advanced Analysis for Performance-Based Design of Steel Structures Exposed to Fires.
    National University of Singapore
    Journal of Structural Engineering, Vol. 128, No. 12, 1584-1593, December 2002

  • Suzuki, J.
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    Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 2: Stress Redistribution Mechanisms and High-Temperature Instability in Frames.
    Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 3, 113-144, 2007

  • Suzuki, J.
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    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.
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    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