displaying 391 - 400 results in total 979
Yoshida, M.; Okamura, Y.; Tasaka, S.; Shimode, T.
view article (1.0)Study on Temperature Estimation in Concrete Members After Fire.General Building Research Corporation of Japan, Osaka Pref.; Kansai Thermal Insulating Ind. Co. Ltd., Hyogo Pref., JapanInternational Association for Fire Safety Science. Fire Safety Science. Proceedings. 4th International Symposium. July 13-17, 1994, Intl. Assoc. for Fire Safety Science, Boston, MA, Ottawa, Ontario, Canada, Kashiwagi, T., Editors, 1183-1194 p., 1994Priestley, M. J. N.; Lew, H. S.
view article (1.0)Status of the U.S. Precast Seismic Structural Systems (PRESSS) Program.University of California, San diego, La Jolla; National Institute of Standards and Technology, Gaithersburg, MDNIST SP 871NIST SP 871
September 1994U.S./Japan Natural Resources Development Program (UJNR). Wind and Seismic Effects. Joint Meeting of the U.S./Japan Cooperative Program in Natural Resources Panel on Wind and Seismic Effects, 26th. May 17-20, 1994, Gaithersburg, MD, Raufaste, N. J., Jr., Editors, 365-368 p., 1994National Research Council of Canada
view article (1.0)Fire Resistance of Plain Concrete-Filled Steel Hollow Structural Section Columns.National Research Council of Canada, Ottawa, Ontario['NRCC 38749', 'Bulletin 21']NRCC 38749; Bulletin 21
1994
2 p.Commission of the European Communities
view article (1.0)EUROCODE 2: Design of Concrete Structures. Part 1.2: Structural Fire Design.ISO/TC92/SC2 WG2 N 223ISO/TC92/SC2 WG2 N 223
October 1993
83 p.Kruppa, J.; Lawson, R. M.; Schaumann, P.; Schleich, J.B.; Twilt, L.
view article (1.0)EUROCODE 4: Design of Composite Steel and Concrete Structures. Part 1.2: Structural Fire Design. Draft.['ISO/TC92/SC2 WG2 N 225', 'CEN/TC250/SC4 N56', 'prENV 1994-1-2']ISO/TC92/SC2 WG2 N 225; CEN/TC250/SC4 N56; prENV 1994-1-2
November 22, 1993
80 p.Wade, C. A.
view article (1.0)Performance of Concrete Floors Exposed to Real Fires.Building Research Association of New Zealand, PoriuaJournal of Fire Protection Engineering, Vol. 6, No. 3, 113-124, 1994Snyder, K. A.; Clifton, J. R.; Knob, L. I.
view article (1.0)Freeze-Thaw Susceptibility of High Performance Concrete.National Institute of Standards and Technology, Gaithersburg, MDInternational Conference on Building Materials. Proceedings. September 22-24, 1994, Weimar, Germany, 139-142 p., 1994Snyder, K. A.; Clifton, J. R.
view article (1.0)Measures of Air Void Spacing.National Institute of Standards and Technology, Gaithersburg, MDInternational Conference on Building Materials. Proceedings. September 22-24, 1994, Weimar, Germany, 155-157 p., 1994Winslow, D. N.; Cohen, M. D.; Bentz, D. P.; Snyder, K. A.; Garboczi, E. J.
view article (1.0)Percolation and Pore Structure in Mortars and Concrete.Purdue Univ., West Lafayette, IN; National Institute of Standards and Technology, Gaithersburg, MDCement and Concrete Research, Vol. 24, 25-37, 1994Stutzman, P. E.; Clifton, J. R.
view article (1.0)Diagnosis of Causes of Concrete Deterioration in the MLP-7A Parking Garage.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5492NISTIR 5492
June 1994
17 p.