displaying 1 - 10 results in total 17
Cheok, G. S.; Lew, H. S.
view article (1.0)Performance of 1/-3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 4433NISTIR 4433
October 1990
104 p.Cheok, G. S.; Lew, H. S.
view article (1.0)Seismic Performance of 1/3 Scale Post-Tensioned Precast Beam-Column Connections.National Institute of Standards and Technology, Gaithersburg, MDEarthquake Engineering Research Institute. U.S. National Conference on Earthquake Engineering, 4th. Volume 2. May 20-24, 1990, Earthquake Engineering Res. Inst., El Cerrito, CA, Palm Springs, CA, 757-766 p., 1990Cheok, G. S.; Lew, H. S.
view article (1.0)Performance of 1/-3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads. Report No. 2.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 4589NISTIR 4589
June 1991
84 p.Cheok, G. S.; Stone, W. C.; Lew, H. S.
view article (1.0)Partially Prestressed and Debonded Precast Concrete Beam-Column Joints.National Institute of Standards and Technology, Gaithersburg, MDU.S./Japan Joint Technical Coordinating Committee. Precast Seismic Structural Systems. 3rd Meeting. Fourth (4th) Phase of the UJNR Panel on Wind and Seismic Effects Large Scale Test Program. (JTCC-PRESS). November 18-20, 1992, San Diego, CA, 1-9 p., 1992Rossiter, W. J., Jr.; Nguyen, T.; Martin, J. W.; Byrd, W. E.; Seiler, J. F., Jr.; Lechner, J. A.
view article (1.0)Creep-Rupture Tests of Joints Fabricated From Aged EPDM Rubber Membrane Material.National Institute of Standards and Technology, Gaithersburg, MDAmerican Chemical Society (ACS). Elastomers in Roofing and Construction Symposium. ACS Rubber Division. Paper 5. October 1991, Detroit, MI, 1-19 p., 1991Cheok, 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)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., 1994Tadros, M. K.; Einea, A.; Low, S. G.; Magana, R. A.; Schultz, A. E.
view article (1.0)Seismic Resistance of a Six-Story Totally Precast Office Building.University of Nebraska-Lincoln, Omaha; LEAP Associates International, Inc., Tampa, FL; National Institute of Standards and Technology, Gaithersburg, MDFederation Internationale de la Precontrainte (FIP). Modern Prestressing Techniques and Their Applications Proceedings. Volume 1. FIP '93. October 17-20, 1993, Kyoto, Japan, 99-106 p., 1993Gross, 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.