FireDOC Search

displaying 151 - 160 results in total 172

  • Bentz, D. P.; Sant, G.; Weills, J.
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    Early-Age Properties of Cement-Based Materials. Part 1: Influence of Cement Fineness.
    National Institute of Standards and Technology, Gaithersburg, MD; Purdue Univ., West Lafayette, IN
    Journal of Materials in Civil Engineering, Vol. 20, No. 7, 502-508, July 2008

  • Wang, P.; Li, G.; Guo, S.
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    Effects of the Cooling Phase of a Fire on Steel Structures.
    Tongji Univ., Shanghai 200092, China; State Key Laboratory for Disaster Reduction in Civil Engineering, Shanghai 200092, China; Manchester Univ., UK
    Fire Safety Journal, Vol. 43, No. 6, 451-458, August 2008

  • Bentz, D. P.; Peltz, M. A.
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    Reducing Thermal and Autogenous Shrinkage Contributions to Early-Age Cracking.
    National Institute of Standards and Technology, Gaithersburg, MD
    Title No. 105-M48
    ACI Materials Journal, Vol. 105, No. 4, 414-420, July/August 2008
    Title No. 105-M48

  • Flores-Johnson, E. A.; Li, Q. M.; Mines, R. A. W.
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    Degradation of Elastic Modulus of Progressively Crushable Foams in Uniaxial Compression.
    Manchester Univ., M60 1QD, UK; Liverpool Univ., L69 3GH, UK
    Journal of Cellular Plastics, Vol. 44, No. 5, 415-434, September 2008

  • Suzuki, H.; Suzuki, J.; Wakamatsu, T.; Ohmiya, Y.; Terakawa, T.
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    Ultimate Temperature of Steel Frames Exposed to Fire. Part 2: Stress Redistribution and Limit of Deformation of Steel Frames.
    Tsukuba Univ., Japan; Tokyo University of Science, Japan
    Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 339-344, 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

  • Schneider, U.; Schneider, M.; Franssen, J. M.
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    Numerical Evaluation of Load Induced Thermal Strain in Restrained Structures Compared With an Experimental Study on Reinforced Concrete Columns.
    Univ. of Techn. Vienna, Karlsplatz 13/206, 1040 Wien, Austria,; Univ. of Liege, 1, Ch. des Chevreuils, 4000, Liège, Belgium
    Fire and Materials 2009. 11th International Conference. Conference Papers. Proceedings. Organised by Interscience Communications Limited. January 26-28, 2009, Interscience Communications Limited, London, England, San Francisco, CA, 485-497 p., 2009

  • Ali, F.; Nadjai, A.; Abu-Tair, A.
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    Experimental and Numerical Study on Performance of Concrete Slabs Subjected to Severe Fire.
    Ulster Univ., Jordanstown, BT37 0QB, UK; Al-Quds Univ., Israel
    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, 1255-1266 p., 2008

  • Dong, Y.; Prasad, K.
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    Thermal and Structural Response of a Two-Story, Two Bay Composite Steel Frame Under Fire Loading.
    Harbin Institute of Technology, China; National Institute of Standards and Technology, Gaithersburg, MD
    ['Volume 32', 'Part 2']
    Volume 32; Part 2
    Combustion Institute, Symposium (International) on Combustion, 32nd. Proceedings. Volume 32. Part 2. August 3-8, 2008, Combustion Institute, Pittsburgh, PA, Montreal, Canada, Dagaut, P.; Sick, V., Editors, 2543-2550 p., 2009

  • Adiga, K. C.; Willauer, H. D.; Ananth, R.; Williams, F. W.
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    Implications of Droplet Breakup and Formation of Ultra Fine Mist in Blast Mitigation.
    NanoMist Systems, LLC, Macon, GA; Naval Research Laboratory, Washington, DC
    Fire Safety Journal, Vol. 44, No. 3, 363-369, April 2009