displaying 1 - 10 results in total 10
Cheok, G. S.; Stone, W. C.
view article (1.0)Performance of 1/-3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 3.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5246Concrete Research Council, Detroit, MI, NISTIR 5246
August 1993
136 p.Cheok, G. S.; Stone, W. C.
view article (1.0)Overview of NIST Research on Seismic Performance of Moment Resisting Precast Concrete Beam-Column Joints Containing Post-Tensioning.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5257Concrete Research Council, Detroit, MI, NISTIR 5257
August 1993
42 p.Cheok, G. S.; Stone, W. C.
view article (1.0)Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 4.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5436NISTIR 5436
June 1994
65 p.Schultz, A. E.; Tadros, M. K.; Huo, X. M.; Magana, R. A.
view article (1.0)Seismic Resistance of Vertical Joints in Precast Shear Walls.National Institute of Standards and Technology, Gaithersburg, MD; University of Nebraska-Lincoln, Omaha; LEAP Associates International, Inc., Tampa, FLFederation Internationale de la Precontrainte (FIP). Proceedings of the 12th Congress. Volume 1. FIP'94. May 29-June 2, 1994, Washington, DC, E25-E27 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., 1994Gross, J. L.; Simiu, E.; Heckert, N. A.; Lechner, J. A.
view article (1.0)Extreme Wind Estimates by the Conditional Mean Exceedance Procedure.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5531NISTIR 5531
April 1995
16 p.Stone, W. C.; Cheok, G. S.; Stanton, J. F.
view article (1.0)Performance of Hybrid Moment-Resisting Precast Beam-Column Concrete Connections Subjected to Cyclic Loading.National Institute of Standards and Technology, Gaithersburg, MDTitle 92-S22ACI Structural Journal, Vol. 91, No. 2, 229-249, March/April 1995Title 92-S22Cheok, G. S.; Stone, W. C.; Nakaki, S. D.
view article (1.0)Simplified Design Procedure for Hybrid Precast Concrete Connections.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5765Concrete Research Council, Detroit, MI, NISTIR 5765
February 1996
92 p.Cheok, G. S.; Lew, H. S.
view article (1.0)Simplified Design Provisions for Hybrid Precast Connections.National Institute of Standards and Technology, Gaithersburg, MDWind and Seismic Effects, 29th Joint Meeting of U.S./Japan Panel. Proceedings. U.S./Japan Natural Resources Development Program (UJNR). Technical Memorandum of PWRI No. 3524. May 13-16, 1997, Tsukuba, Japan, Okahaca, M., Editors, 149-157 p., 1997Cheok, G. S.; Stone, W. C.; Kunnath, S. K.
view article (1.0)Seismic Response of Precast Concrete Frames With Hybrid Connections.National Institute of Standards and Technology, Gaithersburg, MDACI Structural Journal, Vol. 95, No. 5, 527-539, September/October 1998