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displaying 1 - 10 results in total 17

  • 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

  • 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
    NISTIR 4589
    June 1991
    84 p.

  • Cheok, G. S.; Stone, W. C.; Lew, H. S.
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    Partially Prestressed and Debonded Precast Concrete Beam-Column Joints.
    National Institute of Standards and Technology, Gaithersburg, MD
    U.S./Japan Joint Technical Coordinating Committee. Precast Seismic Structural Systems. 3rd Meeting. Fourth (4th) Phase of the UJNR Panel on Wind and Seismic Effects Large Scale Test Program. (JTCC-PRESS). November 18-20, 1992, San Diego, CA, 1-9 p., 1992

  • Rossiter, W. J., Jr.; Nguyen, T.; Martin, J. W.; Byrd, W. E.; Seiler, J. F., Jr.; Lechner, J. A.
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    Creep-Rupture Tests of Joints Fabricated From Aged EPDM Rubber Membrane Material.
    National Institute of Standards and Technology, Gaithersburg, MD
    American Chemical Society (ACS). Elastomers in Roofing and Construction Symposium. ACS Rubber Division. Paper 5. October 1991, Detroit, MI, 1-19 p., 1991

  • 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.
    view article (1.0)

    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

  • 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

  • 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.