FireDOC Search

displaying 1 - 10 results in total 17

  • Tadros, M. K.; Einea, A.; Low, S. G.; Magana, R. A.; Schultz, A. E.
    view article (9.588148)

    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

  • Ding, J.; Wang, Y. C.
    view article (9.588148)

    Temperatures in Unprotected Joints Between Steel Beams and Concrete-Filled Tubular Columns in Fire.
    Manchester Univ., UK
    Fire Safety Journal, Vol. 44, No. 1, 16-32, January 2009

  • Cheok, G. S.; Lew, H. S.
    view article (9.580606)

    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.; Stone, W. C.; Nakaki, S. D.
    view article (9.580606)

    Simplified Design Procedure for Hybrid Precast Concrete Connections.
    National Institute of Standards and Technology, Gaithersburg, MD
    Concrete Research Council, Detroit, MI, NISTIR 5765, February 1996, 92 p.

  • Cheok, G. S.; Lew, H. S.
    view article (9.30499)

    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.

  • Stone, W. C.; Cheok, G. S.; Stanton, J. F.
    view article (9.30499)

    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,

  • Duthinh, D.; Bajpai, K.
    view article (9.30499)

    Strength of an Interlocking FRP Connection.
    National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 6829, November 2001, 33 p.

  • Cheok, G. S.; Stone, W. C.; Lew, H. S.
    view article (8.905932)

    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

  • Gross, J. L.; Simiu, E.; Heckert, N. A.; Lechner, J. A.
    view article (8.905932)

    Extreme Wind Estimates by the Conditional Mean Exceedance Procedure.
    National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 5531, April 1995, 16 p.

  • Cheok, G. S.; Lew, H. S.
    view article (8.905932)

    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