displaying 1 - 10 results in total 42
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 4433, October 1990, 104 p.Cheok, G. S.; Stone, W. C.
view article (1.0)Behavior of 1/6-Scale Model Bridge Columns Subjected to Inelastic Cyclic Loading.National Institute of Standards and Technology, Gaithersburg, MDACI Structural Journal, Vol. 87, No. 6, 630-638, November/December 1990Stone, W. C.; Cheok, G. S.
view article (1.0)Post-MECO Propulsion System Requirements for Placement of an STS External Tank in Low Earth Orbit.National Institute of Standards and Technology, Gaithersburg, MDAmerican Society of Civil Engineers. Engineering Construction, and Operations in Space II: Volume 2. Proceedings of Space 90. April 22-26, 1990, American Society of Civil Engineers, New York, Albuquerque, NM, Johnson, S. W.; Wetzel, J. P., Editors, 917-926 p., 1990Cheok, 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 Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading.National Institute of Standards and Technology, Gaithersburg, MDPCI Journal, Vol. 36, No. 3, 56-67, May/June 1991Cheok, 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 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., 1992Stone, W. C.; Cheok, G. S.
view article (1.0)Inelastic Behavior of Full-Scale Bridge Columns Subjected to Cyclic Loading. Final Report.National Instistitute of Standards and Technology, Gaithersburg, MDNIST BSS 166, January 1989,Cheok, G. S.; Stone, W. C.
view article (1.0)Behavior of 1/6-Scale Model Bridge Columns Subjected to Cyclic Inelastic Loading.National Bureau of Standards, Gaithersburg, MDNational Science Foundation, Washington, DC; Federal Highway Administration, Washington, DC; California Department of Transportation, Sacramento, NBSIR 86-3494, November 1986,Gross, J. L.; Cheok, G. S.
view article (1.0)Experimental Study of Gusseted Connections for Laterally Braced Steel Buildings.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 88-3849, November 1988, 134 p.