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.
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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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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, MD
Concrete Research Council, Detroit, MI,
NISTIR 5257,
August 1993,
42 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.; Magana, R. A.; Tadros, M. K.; Huo, X. M.
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Experimental Study of Joint Connections in Precast Concrete Walls.
National Institute of Standards and Technology, Gaithersburg, MD; LEAP Associates International, Inc., Tampa, FL; University of Nebraska-Lincoln, Omaha
Earthquake Engineering Research Institute. Earthquake Awareness and Mitigation Across the Nation. U.S. National Conference, Fifth (5th). Proceedings. Volume 2. July 10-14, 1994,
Chicago, IL,
579-587 p.,
1994
Schultz, A. E.; Tadros, M. K.; Huo, X. M.; Magana, R. A.
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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.
view article (1.0)
Seismic Behavior of a Six-Story Precast Office Building.
University of Nebraska-Lincoln, Omaha; LEAP Associates International, Inc., Tampa, FL; National Institute of Standards and Technology, Gaithersburg, MD
National Science Foundation, Washington, DC,
Federation Internationale de la Precontrainte (FIP). Proceedings of the 12th Congress. Volume 1. FIP'94. May 29-June 2, 1994,
Washington, DC,
E16-E22 p.,
1994
Tadros, M. K.; Einea, A.; Low, S. G.; Magana, R. A.; Schultz, A. E.
view article (1.0)
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