Cheok, G. S.; Lew, H. S.
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Performance of 1/-3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads.
National Institute of Standards and Technology, Gaithersburg, MD
NISTIR 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, MD
Earthquake 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.,
1990
Cheok, G. S.; Lew, H. S.
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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, MD
NISTIR 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, MD
U.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.,
1992
Rossiter, W. J., Jr.; Nguyen, T.; Martin, J. W.; Byrd, W. E.; Seiler, J. F., Jr.; Lechner, J. A.
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Creep-Rupture Tests of Joints Fabricated From Aged EPDM Rubber Membrane Material.
National Institute of Standards and Technology, Gaithersburg, MD
American Chemical Society (ACS). Elastomers in Roofing and Construction Symposium. ACS Rubber Division. Paper 5. October 1991,
Detroit, MI,
1-19 p.,
1991
Cheok, G. S.; Stone, W. C.
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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, MD
Concrete Research Council, Detroit, MI,
NISTIR 5246,
August 1993,
136 p.
Cheok, G. S.; Stone, W. C.
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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, MD
NISTIR 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, FL
Federation Internationale de la Precontrainte (FIP). Proceedings of the 12th Congress. Volume 1. FIP'94. May 29-June 2, 1994,
Washington, DC,
E25-E27 p.,
1994
Tadros, M. K.; Einea, A.; Low, S. G.; Magana, R. A.; Schultz, A. E.
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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, MD
Federation 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.,
1993
Gross, J. L.; Simiu, E.; Heckert, N. A.; Lechner, J. A.
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Extreme Wind Estimates by the Conditional Mean Exceedance Procedure.
National Institute of Standards and Technology, Gaithersburg, MD
NISTIR 5531,
April 1995,
16 p.