FireDOC Search

displaying 11 - 19 results in total 19

  • 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.

  • Youssef, N. F. G.; Bonowitz, D.; Gross, J. L.
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    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.

  • 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,

  • Cheok, G. S.; Stone, W. C.; Nakaki, S. D.
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    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.

  • Kaufmann, E. J.; Fisher, J. W.; DiJulio, R. M., Jr.; Gross, J. L.
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    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.

  • Gross, J. L.; Englehardt, M. D.; Uang, C. M.; Kasai, K.; Iwankiw, N. R.
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    Modification of Existing Welded Steel Moment Frame Connections for Seismic Resistance. Steel Design Guide Series 12.
    National Institute of Standards and Technology, Gaithersburg, MD; University of Texas, Austin; University of California, San Diego, La Jolla; Tokyo Institute of Technology, Yokohama, Japan; American Institute of Steel Construction, Chicago, IL
    Steel Design Guide Series 12; Pub. No. D812 (5M499), 1999, 86 p.

  • Duthinh, D.
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    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.

  • Civjan, S. A.; Englehardt, M. D.; Gross, J. L.
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    Slab Effects in SMRF Retrofit Connection Tests.
    University of Massachusetts, Amherst; University of Texas, Austin; National Institute of Standards and Technology, Gaithersburg, MD
    Journal of Structural Engineering, Vol. 127, No. 3, 230-237, March 2001

  • Duthinh, D.; Bajpai, K.
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    Strength of an Interlocking FRP Connection.
    National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 6829, November 2001, 33 p.