FireDOC Search

displaying 351 - 360 results in total 373

  • 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, H.
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    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

  • Lipman, R. R.
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    Details of the Mapping Between the CIS/2 and IFC Product Data Models for Structural Steel.
    National Institute of Standards and Technology, Gaithersburg, MD
    Journal of Information Technology in Construction, Vol. 14, 1-50, January 2009

  • Li, Y.; Uesugi, H.; Hirashima, T.; Wakamtsu, T.
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    Study on Influences of Slab in Framed Structure Exposed to Fire: Influence on the Behavior of Comer Column Exposed to Fire.
    Tokyo University of Science, Japan; Chiba Univ., Japan
    Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 309-313, 2007

  • Ozaki, F.; Hirashima, T.
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    Structural Fire Resistance on a Shear Connection Between a Beam and Column Fastened by High Strength Bolts.
    Tokyo University of Science, Japan; Chiba Univ., Japan
    Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 327-332, 2007

  • Suzuki, J.; Suzuki, H.; Wakamatsu, T.; Ohmiya, Y.; Terakawa, T.
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    Ultimate Temperature of Steel Frames Exposed to Fire. Part 1: Stress Redistribution and Ultimate Temperature of Steel Frames.
    Tokyo University of Science, Japan; Tsukuba Univ., Japan
    Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 333-338, 2007

  • Terakawa, T.; Suzjik, J.; Suzuki, H.; Wakamatsu, T.; Ohmiya, Y.
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    Ultimate Temperature of Steel Frames Exposed to Fire. Part 3: Influence of Local Buckling on the Ultimate Temperature of Steel Frames.
    Tokyo University of Science, Japan; Tsukuba Univ., Japan
    Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 345-350, 2007

  • Prasad, K. R.; Hamins, A.; McAllister, T.; Gross, J. L.
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    Fire Induced Thermal and Structural Response of the World Trade Center Towers.
    National Institute of Standards and Technology, Gaithersburg, MD
    Fire Safety Science. Proceedings. Ninth (9th) International Symposium. International Association for Fire Safety Science (IAFSS). September 21-26, 2008, Intl. Assoc. for Fire Safety Science, Boston, MA, Karlsruhe, Germany, Karlsson, B., Editors, 1267-1278 p., 2008

  • Hodhod, O. A.; Rashad, A. M.; Abdel-Razek, M. M.; Ragab, A. M.
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    Caoting Protection of Loaded RC Columns to Resist Elevated Temperature.
    Cairo University, Egypt; Housing and Building National Research Center, HBRC, Cairo1770, Egypt
    Fire Safety Journal, Vol. 44, No. 2, 241-249, February 2009