displaying 181 - 190 results in total 373
Cheok, G. S.; Stone, W. C.; Stanton, J.; Seagren, D.
view article (1.0)Beam-to-Column Connections for Precast Concrete Moment-Resisting Frames.National Institute of Standards and Technology, Gaithersburg, MD; Washington Univ., Seattle; Charles Pankow Builders, Ltd., Altadena, CAPrecast Seismic Structural Systems, 4th Joint Technical Coordinating Committee, Proceedings. May 16-17, 1994, Tsukuba, Japan, 1-8 p., 1994Schultz, A. E.; Welton, S. S.; Rey, L. E.
view article (1.0)Sustained Load Effects on the Seismic Performance of Concrete Columns.National Institute of Standards and Technology, Gaithersburg, MD; Stroud Pence Associates, Virginia Beach, VA; Brown and Root Inc., Houston, TXEarthquake Engineering Research Institute. Earthquake Awareness and Mitigation Across the Nation. U.S. National Conference, Fifth (5th). Proceedings. Volume 2. July 10-14, 1994, Chicago, IL, 589-597 p., 1994Tadros, M. K.; Einea, A.; Low, S. G.; Magana, R. A.; Schultz, A. E.
view article (1.0)Seismic Behavior of a Six-Story Precast Office Building.University of Nebraska-Lincoln, Omaha; LEAP Associates International, Inc., Tampa, FL; National Institute of Standards and Technology, Gaithersburg, MDNational Science Foundation, Washington, DC,Federation Internationale de la Precontrainte (FIP). Proceedings of the 12th Congress. Volume 1. FIP'94. May 29-June 2, 1994, Washington, DC, E16-E22 p., 1994Sakumoto, Y.; Yamaguchi, T.; Okada, T.; Yoshida, M.; Tasaka, S.; Saito, H.
view article (1.0)Fire Resistance of Fire-Resistant Steel Columns.Nippon Steel Corp., Tokyo, Japan; General Building Research Corp., Osaka, Japan; Chiba Univ., JapanPaper 3505Journal of Structural Engineering, Vol. 120, No. 4, 1103-1121, April 1994Paper 3505Sakumoto, Y.; Okada, T.; Yoshida, M.; Tasaka, S.
view article (1.0)Fire Resistance of Concrete-Filled, Fire-Resistant Steel-Tube Columns.Nippon Steel Corp., Tokyo, Japan; General Building Research Corp., Osaka, Japan; Chiba Univ., JapanPaper 6314Journal of Structural Engineering, Vol. 6, No. 2, 169-184, May 1994Paper 6314Inha, T.
view article (1.0)Simple Finnish Method for the Structural Fire Design of Composite Structures.Tampere University of Technology, FinlandNational Science Foundation; Engineering Foundation; Federal Highway Administration; American Iron and Steel Institute; Nuclear Research and Development. Composite Construction in Steel and Concrete II. Proceedings of an Engineering Foundation Conference. 1992, ASCE, New York, NY, Potosi, MO, Easterling, W. S.; Roddis, W. M. K., Editors, 210-225 p., 1992Falke, J.
view article (1.0)Comparison of Simple Calculation Methods for the Fire Design of Composite Columns and Beams.DSTV, Koeln, GermanyNational Science Foundation; Engineering Foundation; Federal Highway Administration; American Iron and Steel Institute; Nuclear Research and Development. Composite Construction in Steel and Concrete II. Proceedings of an Engineering Foundation Conference. 1992, ASCE, New York, NY, Potosi, MO, Easterling, W. S.; Roddis, W. M. K., Editors, 226-241 p., 1992Lie, T. T.
view article (1.0)Fire Resistance of Circular Steel Columns Filled With Bar-Reinforced Concrete.National Research Council of Canada, Ottawa, OntarioPaper 6713Journal of Structural Engineering, Vol. 120, No. 5, 1489-1509, May 1994Paper 6713Janssens, M. L.
view article (1.0)Fire Resistance of Exposed Timber Beams and Columns.American Forest and Paper Association, Washington, DCInterscience Communications Limited. Fire and Materials. 3rd International Conference and Exhibition. October 27-28, 1994, Arlington, VA, 31-40 p., 1994Chandrasekaran, V.; Suresh, R.
view article (1.0)Analysis of Steel columns Exposed to Fire.Commonwealth Scientific and Industrial Research Organization, Sydney, AustraliaInterscience Communications Limited. Fire and Materials. 3rd International Conference and Exhibition. October 27-28, 1994, Arlington, VA, 41-50 p., 1994