displaying 1 - 5 results in total 5
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.Gross, 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-S22