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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, October 1990, 104 p.

  • Cheok, G. S.; Lew, H. S.
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    Performance of Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading.
    National Institute of Standards and Technology, Gaithersburg, MD
    PCI Journal, Vol. 36, No. 3, 56-67, May/June 1991

  • 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.

  • Yancey, C. W. C.; Scribner, C. F.
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    Influence of Horizontal Reinforcement on Shear Resistance of Concrete Block Masonry Walls.
    National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 89-42-2, October 1989, 67 p.

  • Cheok, G. S.; Lew, H. S.
    view article (1.0)

    Model Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading.
    National Institute of Standards and Technology, Gaithersburg, MD
    PCI Journal, Vol. 38, No. 4, 80-92, July/August 1993

  • 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.

  • 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,

  • Schultz, A. E.; Hutchinson, R. S.; Cheok, G. S.
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    Seismic Performance of Masonry Walls With Bed Joint Reinforcement.
    University of Minnesota, Minneapolis; National Institute of Standards and Technology, Gaithersburg, MD
    Structural Engineers World Congress. Proceedings. Paper Number T119-4. July 18-23, 1998, Elsevier Science Ltd., San Francisco, CA, 1-7 p., 1998