FireDOC Search

displaying 1 - 10 results in total 19

  • Gross, J. L.; Simiu, E.; Heckert, N. A.; Lechner, J. A.
    view article (9.59908)

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

  • Duthinh, D.
    view article (9.59908)

    Connections of Fiber-Reinforced Polymer (FRP) Structural Members: A Review of the State of the Art.
    National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 6532, August 2000, 59 p.

  • Tadros, M. K.; Einea, A.; Low, S. G.; Magana, R. A.; Schultz, A. E.
    view article (9.300467)

    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.
    view article (9.300467)

    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

  • Youssef, N. F. G.; Bonowitz, D.; Gross, J. L.
    view article (9.300467)

    Survey of Steel Moment-Resisting Frame Buildings Affected by the 1994 Northridge Earthquake.
    Nabih Youssef and Associates, Los Angeles, CA; National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 5625, April 1995, 174 p.

  • Cheok, G. S.; Lew, H. S.
    view article (9.081846)

    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 (9.081846)

    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,

  • Kaufmann, E. J.; Fisher, J. W.; DiJulio, R. M., Jr.; Gross, J. L.
    view article (9.081846)

    Failure Analysis of Welded Steel Moment Frames Damaged in the Northridge Earthquake.
    Lehigh Univ., Bethlehem, PA; California State Univ., Northridge, CA; National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 5944, January 1997, 175 p.

  • Duthinh, D.; Bajpai, K.
    view article (9.081846)

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

  • Cheok, G. S.; Lew, H. S.
    view article (9.06978)

    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.