FireDOC Search

displaying 1 - 9 results in total 9

  • Yancey, C. W. C.; Scribner, C. F.
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    Influence of Horizontal Reinforcement on Shear Resistance of Concrete Block Masonry Walls.
    National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 89-42-2, October 1989, 67 p.

  • Stone, W. C.; Cheok, G. S.
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    Inelastic Behavior of Full-Scale Bridge Columns Subjected to Cyclic Loading.
    National Bureau of Standards, Gaithersburg, MD
    National Science Foundation; Federal Highway Administration; California Department of Transportation, NBSIR 88-3788, May 1988, 262 p.

  • Okabe, T.; Ave, T.
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    Buckling Strength of Steel Columns With Induced Deformation at Increasingly Higher Temperatures.
    Kumamoto Univ., Japan; Tokyo Institute of Technology, Yokohama, Japan
    Designing Structures for Fire. Proceedings. Co-Sponsored by: Society of Fire Protection Engieners and Structural Engineering Institute. September 30-October 1, 2003, DEStech Publications, Inc., Baltimore, MD, 92-101 p., 2003

  • Knobloch, M.
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    Local Buckling Behaviour of Steel Sections Subjected to Fire.
    ETH Zurich, Switzerland
    Fire Science and Technology, Vol. 26, No. 2, 61-66, 2007

  • Knobloch, M.
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    Local Buckling Behavior of Steel Sections Subjected to Fire.
    ETH Zurich Institute of Structural Engineering, 8093 Zurich, Switzerland
    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, 1239-1254 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

  • Chen, Y. H.; Chang, Y. F.; Yao, G. C.; Sheu, M. S.
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    Experimental Research on Post-Fire Behavior of Reinforced ConcreteColumns.
    National Cheng Kung Univ., Tainan 70101, Taiwan, ROC; China Steel Corp., Kaohsiung 81233, Taiwan, ROC
    Fire Safety Journal, Vol. 44, No. 5, 741-748, July 2009

  • Xu, Y. Y.; Wu, B.
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    Fire Resistance of Reinforced Concrete Columns Wigh L-, T- and +-Shaped Cross-Sections
    Huaqiao Unive., Quanzhou, Fujian Province 362021, People's Republic of China; South China University of Technology, Guangzhou, Guangdong Province 510640, People's Republic of China
    Fire Safety Journal, Vol. 44, No. 6, 869-880, August 2009

  • Wu, B.; Li, Y. H.; Chen, S. L.
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    Effect of Heating and Cooling on Axially Restrained RC Columns With Special-Shaped Cross Section.
    South China University of Technology, 510640 Guangzhou, China
    Fire Technology, Vol. 46, No. 1, 231-249, January 2010