FireDOC Search

displaying 101 - 106 results in total 106

  • Sharples, J. R.; Plank, R. J.; Nethercot, D. A.
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    Load-Temperature-Deformation Behaviour of Partially Protected Steel Columns in Fires.
    Ward Building Systems, Sherburn, England
    Engineering Structures, Vol. 16, No. 8, 637-643, November 1994

  • Ellingwood, B. R.
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    Probability-Based Codified Design: Past Accomplishments and Future Challenges.
    Johns Hopkins Univ., Baltimore, MD
    Structural Safety, Vol. 13, 159-176, 1994

  • Rodrigues, J. P. C.; Neves, I. C.; Valente, J. C.
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    Experimental Research on the Critical Temperature of Compressed Steel Elements With Restrained Thermal Elongation.
    Faculdade de Ciencias e Technologia da Universidade de Coimbra, Portugal; Instituto Superior Tecnico, Lisbon, Portugal
    Fire Safety Journal, Vol. 35, No. 2, 77-98, September 2000

  • Dixon, R.; Bowerman, H. G.
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    Advantages of Steel-Concrete-Steel Sandwich Construction in Highrise Buildings.
    Corus Bi-Steel and Construction Services, Scunthorpe, UK
    Strategies for Performance in the Aftermath of the World Trade Center. CIB-CTBUH Conference on Tall Buildings. Proceedings. Task Group on Tall Buildings: CIB TG50. CIB Publication No. 290. October 20-23, 2003, Kuala Lumpur, Malaysia, Shafii, F.; Bukowski, R.; Klemencic, R., Editors, 639-646 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

  • Wu, B.; Lu, J. Z.
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    Numerical Study of the Behavior of Restrained RC Beams at Elevated Temperatures.
    South China University of Technology, Guangzhou 510640, PR China
    Combustion and Flame, Vol. 156, No. 5, 522-531, May 2009