displaying 21 - 30 results in total 67
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.Carino, N. J.; Gross, J. G.; Stone, W. C.; Sansalone, M.; Yokel, F. Y.; Simiu, E.; Hendrickson, e. M.; Mathey, r. G.; Scribner, C.; Wright, R. N.
view article (1.0)Structural Assessment of the New U.S. Embassy Office Building in Moscow.National Bureau of Standards, Gaithersburg, MDNBSIR 87-3637NBSIR 87-3637
April 1987
350 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 89-4208NISTIR 89-4208
November 1989
16 p.Stone, W. C.; Taylor, A. W.
view article (1.0)ISDP: An Integrated Approach to the Seismic Design, Retrofit, and Repair of Reinforced Concrete Structures.National Institute of Standards and Technology, Gaithersburg, MDJournal of Structural Engineering, [pages unknown], 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 5436NISTIR 5436
June 1994
65 p.Stone, W. C.
view article (1.0)Fast Variable-Amplitude Cold Gas Thruster.National Institute of Standards and Technology, Gaithersburg, MDJournal of Spacecraft and Rockets, Vol. 32, No. 2, 335-343, March/April 1995Stone, 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.