displaying 81 - 90 results in total 106
Rodrigues, J. P. C.; Neves, I. C.; Valente, J. C.
view article (1.0)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, PortugalFire Safety Journal, Vol. 35, No. 2, 77-98, September 2000Kodur, V. K. R.; McGrath, R. C.
view article (1.0)Performance of High Strength Concrete Columns Under Severe Fire Conditions.National Research Council of Canada, Ottawa, Ontario; Cement Association of Canada, OttawaNRCC-42821NRCC-42821Concrete Under Severe Conditions: Environment and Loading, 3rd International Conference. CONSEC'01. Proceedings. Volume 1. June 18-20, 2001, Vancouver, BC, Canada, Banthia, N.; Sakai, K.; Gjorv, O. E., Editors, 254-268 p., 2001Loss Prevention Council
view article (1.0)Wind Loading: Potential Misapplication of Design Codes.TBN 12Loss Prevention Council Technical Briefing Note for Insurers, Vol. 12, 1-6, March 1999TBN 12Elghazouli, A. Y.; Izzuddin, B. A.
view article (1.0)Response of Idealised Composite Beam-Slab Systems Under Fire Conditions.Imperial College of Science, London, EnglandJournal of Constructional Steel Research, Vol. 56, No. 3, 199-224, December 2000Bukowski, R. W.
view article (1.0)Fire as a Building Design Load.National Institute of Standards and Technology, Gaithersburg, MDVolume 1Volume 1Interscience Communications Ltd.; Building Research Establishment; National Fire Protection Association; National Institute of Standards and Technology; Society of Fire Protection Engineers; and Swedish National Testing and Research Institute. Interflam 2001. (Interflam '01). International Interflam Conference, 9th Proceedings. Volume 1. September 17-19, 2001, Interscience Communications Ltd., London, England, Edinburgh, Scotland, 341-350 p., 2001Smith, J. P.
view article (1.0)Building Loads.Firehouse, Vol. 27, No. 6, 16,18, June 2002Federal Emergency Management Agency
view article (1.0)World Trade Center Building Performance Study: Data Collection, Preliminary Observations, and Recommendations.Federal Emergency Management Agency, Washington, DCFEMA 403FEMA 403
September 2002
310 p.Post, N.
view article (1.0)No Code Changes Recommended in World Trade Center Report.Engineering News-Record, April 15, 2002Lewicki, B.; Pauw, A.
view article (1.0)Joints, Precast Panel Buildings.Institute for Building Research, Warsaw, Poland; University of Missouri, ColumbiaPlanning and Design of Tall Buildings International Conference. Proceedings. Volume 3. Structural Design of Tall Concrete and Masonry Buildings. Technical Committee No. 21. State of Art Report No. 2. American Society of Civil Engineers-International Association for Bridge and Structural Engineering (ASCE-IABSE). Sponsored by U.S. National Science Foundation. August 21-26, 1972, Bethlehem, PA, Reese, R. C.; Wastlund, G.; Lyse, I. M., Editors, 171-189 p., 1972Fukuda, R.; Fukuzawa, E.; Koshika, N.; Morikawa, H.; Yoshikai, S.; Makibe, K.; Mihara, Y.
view article (1.0)Analyses of Structural Responses and Damages of World Trade Center Tower 2 Due to Impact of Aircraft Crashed.Kajima Corporation, Tokyo, JapanStrategies 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, 233-241 p., 2003