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  • 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.; 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

  • Priestley, M. J. N.; Lew, H. S.
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    Status of the U.S. Precast Seismic Structural Systems (PRESSS) Program.
    University of California, San diego, La Jolla; National Institute of Standards and Technology, Gaithersburg, MD
    NIST SP 871, September 1994,
    U.S./Japan Natural Resources Development Program (UJNR). Wind and Seismic Effects. Joint Meeting of the U.S./Japan Cooperative Program in Natural Resources Panel on Wind and Seismic Effects, 26th. May 17-20, 1994, Gaithersburg, MD, Raufaste, N. J., Jr., Editors, 365-368 p., 1994

  • 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.

  • Stone, W. C.; Cheok, G. S.; Stanton, J. F.
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    Performance of Hybrid Moment-Resisting Precast Beam-Column Concrete Connections Subjected to Cyclic Loading.
    National Institute of Standards and Technology, Gaithersburg, MD
    ACI Structural Journal, Vol. 91, No. 2, 229-249, March/April 1995
    Title 92-S22,

  • Cheok, G. S.; Stone, W. C.; Nakaki, S. D.
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    Simplified Design Procedure for Hybrid Precast Concrete Connections.
    National Institute of Standards and Technology, Gaithersburg, MD
    Concrete Research Council, Detroit, MI, NISTIR 5765, February 1996, 92 p.

  • Cheok, G. S.; Lew, H. S.
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    Simplified Design Provisions for Hybrid Precast Connections.
    National Institute of Standards and Technology, Gaithersburg, MD
    Wind and Seismic Effects, 29th Joint Meeting of U.S./Japan Panel. Proceedings. U.S./Japan Natural Resources Development Program (UJNR). Technical Memorandum of PWRI No. 3524. May 13-16, 1997, Tsukuba, Japan, Okahaca, M., Editors, 149-157 p., 1997

  • Cheok, G. S.; Stone, W. C.; Kunnath, S. K.
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    Seismic Response of Precast Concrete Frames With Hybrid Connections.
    National Institute of Standards and Technology, Gaithersburg, MD
    ACI Structural Journal, Vol. 95, No. 5, 527-539, September/October 1998