NEHRP Clearinghouse

displaying 1 - 10 results in total 14

  • Chai, Y. H.; Priestley, M. J. N.; Seible, F.
    Flexural Retrofit of Circular Reinforced Concrete Bridge Columns by Steel Jacketing. Experimental Studies.
    California State Dept. of Transportation, Sacramento. Office of Structures Design.; California State Business and Transportation Agency, Los Angeles.; Federal Highway Administration, Sacramento, CA. California Div.; National Science Foundation, Arlington, VA., October 1991, 172 p.
    Identifying Number(s): UCSD/SSRP-91/06
    Keywords: ; Flexural strength; Highway maintenance; Bridge maintenance; Ductility; Earthquake damage; Reinforcement (Structures); Structural steels; Columns (Supports); Buckling; Bending moments; Retrofitting; Earthquake engineering; Reinforcing materials; Reinforced concrete; Bridge design; Deflection; Circular bodies; Design analysis; Earthquake resistant structures; Highway bridges; Structural analysis

  • Saiidi, M.; Douglas, B.; Feng, S.; Hwang, E.; Maragakis, E.
    Effects of Axial Force on Frequency of Prestressed Concrete Bridges.
    National Science Foundation, Washington, DC., August 1992, 52 p.
    Identifying Number(s): CCEER-92-4
    Keywords: ; Prestressed concrete; Dynamic response; Dynamic structural analysis; Fourier transformation; Earthquake engineering; Loads (Forces); Structural vibration; Deflection; Displacement; Concrete structures; Resonant frequencies; Mathematical models; Girder bridges

  • Blondet, M.; Mayes, R. L.
    Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 1. General Information.
    National Science Foundation, Washington, DC., April 1991, 163 p.
    Identifying Number(s): REPT-3.2(B2)-VOL-1
    Keywords: ; Experimental data; Walls; Earth movements; Clays; Construction joints; Earthquake damage; Reinforcement (Structures); Earthquakes; Moments; Bending; Earthquake engineering; Mechanical properties; Deflection; Seismic effects; Displacement; Bricks; Dynamic response; Dynamic structural analysis; Dynamic tests; Loads (Forces); Masonry

  • Chai, Y. H.; Priestley, M. J. N.; Seible, F.
    Flexural Retrofit of Circular Reinforced Bridge Columns by Steel Jacketing. COLRET: A Computer Program for Strength and Ductility Calculation.
    California State Dept. of Transportation, Sacramento. Office of Structures Design.; California State Business and Transportation Agency, Los Angeles.; Federal Highway Administration, Sacramento, CA. California Div.; National Science Foundation, Arlington, VA., October 1991, 152 p.
    Identifying Number(s): UCSD/SSRP-91/05
    Keywords: COLRET computer program; Ductility; Earthquake damage; Circular bodies; Computer programs; Earthquake resistant structures; Reinforcement (Structures); Highway bridge; Design analysis; Reinforcing materials; Flexural strength; Reinforced concrete; Bridge design; Deflection; Structural steels; Columns (Supports); Highway maintenance; Bridge maintenance; Buckling; Retrofitting

  • Umehara, H.; Jirsa, J. O.
    Shear Strength and Deterioration of Short Reinforced Concrete Columns under Cyclic Deformations.
    National Science Foundation, Washington, DC., July 1982, 278 p.
    Identifying Number(s): PMFSEL-82-3
    Keywords: Earthquake engineering; Earthquake resistant structures; Earthquakes; Reinforced concrete; Computer applications; Deflection; Columns (Supports); Mathematical models; Cyclic loads; Shear strength; Stress strain diagrams

  • Yoo, C. H.; Acra, S. V.; Kao, J. S.
    Vertical Motion of Highway Bridge Structures Due to an Earthquake.
    National Science Foundation, Washington, DC., January 1981, 142 p.
    Identifying Number(s): MUCE-81-1
    Keywords: Dynamic response; Computer programs; Earthquake engineering; Highway bridges; Earthquakes; Shear stresses; Deflection; Mathematical models; Dynamic structural analysis

  • Kariotis, J. C.; Rahman, M. A.; El-Mustapha, A. M.
    Investigation of Current Seismic Design Provisions for Reinforced Masonry Shear Walls.
    National Science Foundation, Washington, DC., January 1990, 58 p.
    Identifying Number(s): REPT-2.3-3
    Keywords: ; Dynamic response; Buildings; Design Standards; Earthquake engineering; Reinforcement (Structures); Masonry; Structural design; Walls; Stiffness; Earth movements; Deflection; Displacement; Seismic effects; Mathematical models; Dynamic structural analysis

  • Blondet, M.; Mayes, R. L.
    Transverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes. Summary of Dynamic Test Results. Volume 2. Walls No. 4 and 6 (Group 1).
    National Science Foundation, Washington, DC., April 1991, 266 p.
    Identifying Number(s): REPT-3.2(B)-2-VOL-2
    Keywords: ; Experimental data; Walls; Earth movements; Clays; Construction joints; Earthquake damage; Reinforcement (Structures); Earthquakes; Moments; Bending; Earthquake engineering; Mechanical properties; Deflection; Seismic effects; Displacement; Bricks; Dynamic response; Dynamic structural analysis; Dynamic tests; Loads (Forces); Masonry

  • Zee, H. L.; Moehle, J. P.
    Behavior of Interior and Exterior Flat Plate Connections Subjected to Inelastic Load Reversals.
    National Science Foundation, Washington, DC., August 1984, 146 p.
    Identifying Number(s): UCB/EERC-84/07
    Keywords: Flat plate models; Buildings; Elastic properties; Earthquake engineering; Reinforced concrete; Deflection; Columns (Supports); Deformation; Structural analysis

  • ichatrapimuk, T.
    Earthquake Response of Coupled Shear Wall Buildings.
    National Science Foundation, Washington, D.C., November 1976, 140 p.
    Identifying Number(s): EERC-76-27
    Keywords: Dynamic response; Ground motion; Theses; Earthquake engineering; Earthquakes; Shear stresses; Shear walls; Walls; Earth movements; Deflection; Design criteria; Degrees of freedom