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  • 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
    NISTIR 4433
    October 1990
    104 p.

  • Cheok, G. S.; Lew, H. S.
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    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

  • 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