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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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    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.
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    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.
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    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