displaying 11 - 20 results in total 42
Cheok, G. S.; Stone, W. C.; Lew, H. S.
view article (1.0)Seismic Performance Behavior of Precast Concrete Beam-Column Joints.National Institute of Standards and Technology, Gaithersburg, MDAmerican Society of Civil Engineers (ASCE). Structural Engineering in Natural Hazards Mitigation. Structures Congress '93 Proceedings. Volume 1. April 19-21, 1993, Am. Soc. of Civil Engineers, New York, NY, Irvine, CA, Ang, A. H. S.; Villaverde, R., Editors, 83-88 p., 1993Cheok, 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, MDConcrete 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, MDConcrete Research Council, Detroit, MI, NISTIR 5257, August 1993, 42 p.Stone, W. C.; Cheok, G. S.
view article (1.0)Autonomous Propulsion System Requirements for Placement of an STS External Tank in Low Earth Orbit.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 89-4208, November 1989, 16 p.Cheok, G. S.; Lew, H. S.
view article (1.0)Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading.National Institute of Standards and Technology, Gaithersburg, MDPCI Journal, Vol. 38, No. 4, 80-92, July/August 1993Cheok, 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., 1994Cheok, 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 5436, June 1994, 65 p.Todd, D. R.; Anderson, E.; Carino, N. J.; Cheok, G. S.; Chung, R. M.; Gross, J. L.; Phan, L. T.; Schultz, A. E.; Shenton, H. W., III; Taylor, A. W.; Yancey, C. W. C.
view article (1.0)Performance of HUD-Affiliated Properties During the January 17, 1994 Northridge Earthquake.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5488, August 1994, 66 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, MDACI Structural Journal, Vol. 91, No. 2, 229-249, March/April 1995Title 92-S22,Phan, L. T.; Cheok, G. S.; Todd, D. R.
view article (1.0)Strengthening Methodology for Lightly Reinforced Concrete Frames: Recommended Design Guidelines for Strengthening With Infill Walls.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5682, July 1995, 63 p.