FireDOC Search

displaying 471 - 480 results in total 516

  • 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

  • Dunn, V.
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    Steel Bar Joist Trusses and Steel C-Beams. Part 2. Hazards of Lightweight Steel Bar Joists.
    Firehouse, Vol. 33, No. 3, 24,26-28, March 2008

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

  • Natori, A.; Harada, K.; Wakamatsu, T.
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    Analysis of Target Safety Level Implied in Fire Resistance Design Method for Localized Fires in Building Standards Law of Japan.
    Non-Life Insurance Rating Organization of Japan, Tokyo; Kyoto Univ., Japan; Tokyo University of Science, Chiba, Japan
    Performance-Based Codes and Fire Safety Design Methods, 7th International Conference. Sky is the Limit. Proceedings and Case Studies. April 16-18, 2008, Society of Fire Protection Engineers, Bethesda, MD, Auckland, New Zealand, 277-288 p., 2008

  • Suzuki, J.
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    Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 1: Preface..
    Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 3, 93-112, 2007

  • 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 3: Theoretical Collapse Temperature of Frameworks.
    Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 3, 145-176, 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

  • Suzuki, J.
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    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