displaying 161 - 170 results in total 373
Lie, T. T.; Chabot, M.
view article (1.0)Evaluation of the Fire Resistance of Compression Members Using Mathematical Models.National Research Council of Canada, Ottawa, Ontario; Canadian Steel Construction, Quebec, CanadaFire Safety Journal, Vol. 20, 135-149, 1993Welch, S.; Miles, S.; Kumar, S.; Lemaire, T.; Chan, A.
view article (1.0)FIRESTRUC: Integrating Advanced Three-Dimensional Modeling Methodologies for Predicting Thermo-mechanical Behaviour of Steel and Composite Structures Subjected to Natural Fires.Edinburgh Univ., Scotland; Building Research Establishment, Garston, England; TNO Efectis, Delft, NetherlandsFire 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, 1315-1326 p., 2008Tomecek, D. V.; Milke, J. A.
view article (1.0)Study of the Effect of Partial Loss of Protection on the Fire Resistance of Steel Columns.Brunjac, Kambric and Associates, Harrisburg, PA; Maryland Univ., College ParkFire Technology, Vol. 29, No. 1, 3-21, February (First Quarter) 1993Stone, W. C.; Taylor, A. W.
view article (1.0)Seismic Performance of Circular Bridge Columns Designed in Accordance With AASHTO/CALTRANS Standards.National Institute of Standards and Technology, Gaithersburg, MD; Federal Highway Administration, McLean, VANIST BSS 170NIST BSS 170
February 1993
129 p.Wade, C. A.
view article (1.0)Summary Report on a Finite Element Program for Modelling the Thermal Response of Building Components Exposed to Fire.Building Research Association of New Zealand, JudgefordStudy Report 51Study Report 51
1993
48 p.Cheok, G. S.; Stone, W. C.; Lew, H. S.
view article (1.0)Seismic Performance Behavior of Precast Concrete Beam-Column Joints.National Institute of Standards and Technology, Gaithersburg, MDAmerican Society of Civil Engineers (ASCE). Structural Engineering in Natural Hazards Mitigation. Structures Congress '93 Proceedings. Volume 1. April 19-21, 1993, Am. Soc. of Civil Engineers, New York, NY, Irvine, CA, Ang, A. H. S.; Villaverde, R., Editors, 83-88 p., 1993Taylor, A. W.; Stone, W. C.
view article (1.0)Jacket Thickness Requirements for Seismic Retrofitting of Circular Bridge Columns.National Institute of Standards and Technology, Gaithersburg, MDNational Science Foundation and Iowa State University. Practical Solutions for Bridge Strengthening and Rehabilitation. Session 5. Repair and Strengthening Technologies. April 5-6, 1993, Des Moines, IA, Klaiber, F. W.; Sanders, W. W., Jr., Editors, 249-258 p., 1993Taylor, A. W.; Stone, W. C.
view article (1.0)Evaluating the Seismic Performance of Lightly-Reinforced Circular Concrete Bridge Columns.National Institute of Standards and Technology, Gaithersburg, MDNational Earthquake Conference, 1993 Proceedings. Earthquake Hazard Reduction in the Central and Eastern United States: A Time for Examination and Action. Volume 2. Mitigation of Damage to the Built Environment. May 2-5, 1993, Memphis, TN, 543-552 p., 1993Han, Q. F.; Lie, T. T.; Wu, H. J.
view article (1.0)Column Fire Resistance Test Facility at the Tianjin Fire Research Institute.National Research Council of Canada, Ottawa, OntarioInternal Report No. 648Internal Report No. 648
August 1993
9 p.Holmberg, S.; Anderberg, Y.
view article (1.0)Computer Simulations and Design Method for Fire Exposed Concrete Structures.Swedish Fire Research Board, Stockholm, Sweden['Document 92050-1', 'FSD Project 92-50']Document 92050-1; FSD Project 92-50
September 27, 1993
36 p.