NEHRP Clearinghouse

displaying 1 - 6 results in total 6

  • Hwang, H. H. M.; Jaw, J. W.; Shau, H. J.
    Seismic Performance Assessment of Code-Designed Structures.
    National Science Foundation, Washington, DC., March 20, 1988, 61 p.
    Identifying Number(s): NCEER-88-0007
    Keywords: ; Earthquake resistant structures; Limit design method; Mechanical hysteresis; Mathematical models; Shear properties; Nonlinear systems; Loads (Forces); Structural analysis

  • Jaw, J. W.; Hwang, H. H. M.
    Seismic Fragility Analysis of Shear Wall Structures.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., April 30, 1988, 64 p.
    Keywords: Earthquake resistant structures; Dynamic loads; Mechanical hysteresis; Graphs (Charts); Fatigue (Materials); Mechanical properties; Shear wall structures; Response; Seismic analysis; Loads (Forces); Seismic effects; Earthquakes; Dynamic structural analysis

  • Hwang, H. H. M.; Jaw, J. W.
    Statistical Evaluation of Response Modification Factors for Reinforced Concrete Structures.
    National Science Foundation, Washington, DC., February 17, 1989, 90 p.
    Identifying Number(s): NCEER-89-0002
    Keywords: Reinforced concrete; Design standards; Earthquake engineering; Concrete structures; Buildings; Dynamic structural analysis; Vibration damping; Reinforcement (Structures); Statistics; Design criteria; Structural analysis

  • Hwang, H. H. M.; Jaw, J. W.; Ch'ng, A. L.
    Statistical Evaluation of Deflection Amplification Factors for Reinforced Concrete Structures.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., August 31, 1989, 74 p.
    Keywords: Earthquake resistant structures; Reinforced concrete; Design; Tables (Data); Seismic risk; NEHRP Program; Buildings; Earthquake engineering; Regression analysis; Reliability; Deflection; Amplification factors

  • Hart, G. C.; Englekirk, R. E.; Jaw, J. W.; Srinivasan, M.; Huang, S. C.
    Seismic Performance Study, RCJ Hotel.
    National Science Foundation, Washington, DC., February 1992, 58 p.
    Identifying Number(s): REPT-2.1-10
    Keywords: ; Masonry; Floors; Earthquake resistant structures; Standards; Precast concrete; Roofs; Mathematical models; Walls; Performance evaluation; Stiffness; Recommendations; Comparison; Tests; Commercial buildings; Design criteria

  • Hart, G. C.; Englekirk, R. E.; Jaw, J. W.; Huang, S. C.; Drag, D. J.
    Seismic Performance Study of a 2-Story Masonry Wall-Frame Building Designed by Tentative Limit States Design Standard.
    National Science Foundation, Washington, DC., February 1992, 76 p.
    Identifying Number(s): REPT-2.1-12
    Keywords: Masonry; Seismic design; Limit design method; Research management; Computer applications; Buildings; TCCMAR (Technical Coordinating Committee on Masonry Research); Earthquake engineering; International relations; Tests; UJNR (U.S.-Japan Natural Resources Development Program)