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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
    NISTIR 5246
    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
    NISTIR 5257
    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
    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
    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
    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
    Title 92-S22
    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
    NISTIR 5765
    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