NEHRP Clearinghouse

displaying 11 - 16 results in total 16

  • Ibrahim, Y.; Grigouiu, M.; Soong, T. T.
    Random Vibration and Reliability Analysis of Primary-Secondary Structural Systems.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., November 10, 1989, 76 p.
    Keywords: Earthquake resistant structures; Failure; Vibration; Flexural strength; Dynamic response; Earthquake engineering; Fatigue (Materials); Stiffness; Elastic properties; Hysteresis; Mechanical properties; Dynamic structural analysis

  • He, L.; Priestley, M. J. N.
    Seismic Behavior of Flanged Masonry Shear Walls. Final Report.
    National Science Foundation, Washington, DC., November 1992, 295 p.
    Identifying Number(s): REPT-4.1-2
    Keywords: Moments; Test facilities; Tables (Data); Loads (Forces); Flanged masonry walls; Mathematical models; Ductility; Strains; Masonry; Matrices (Mathematics); Earthquake damage; Stiffness; Seismic effects; Walls; Flexural strength; Dynamic response; Earthquake engineering; Computer programs; Reinforcement (Structures); Mechanical properties; Dynamic structural analysis

  • Kariotis, J. C.; Waqfi, O. M.
    Recommended Procedure for Calculation of the Balanced Reinforcement Ratio.
    National Science Foundation, Washington, DC., February 1992, 74 p.
    Identifying Number(s): REPT-2.3-7
    Keywords: ; Masonry; Seismic design; Reinforced concrete; Mathematical models; Walls; Flexural strength; Reinforcing steels; Earthquake engineering; Shear strength; Compressive strength

  • Leiva, G.; Klingner, R. E.
    In-Plane Seismic Resistance of Two-Story Concrete Masonry Shear Walls with Openings.
    National Science Foundation, Washington, DC., August 1991, 319 p.
    Identifying Number(s): REPT-3.1(C)-2
    Keywords: Grout; Reinforced concrete; Deformation; Shear stress; Loads (Forces); Structural members; Axial stress; Mathematical models; Cantilever walls; Masonry; Instrumentation; Strain measurement; Computer programming; Coupled walls; Earthquake resistant buildings; Design criteria; Failure; Test methods; Walls; Flexural strength; Construction

  • 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: ; Reinforced concrete; Columns (Supports); Deflection; Bridge maintenance; Design analysis; Ductility; Earthquake resistant structures; Retrofitting; Earthquake damage; Buckling; Highway bridges; Structural steels; Circular bodies; Bridge design; Highway maintenance; Structural analysis; Reinforcing materials; Flexural strength; Earthquake engineering; Bending moments; Reinforcement (Structures)

  • 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: Reinforced concrete; Columns (Supports); COLRET computer program; Deflection; Bridge maintenance; Design analysis; Highway bridge; Ductility; Earthquake resistant structures; Retrofitting; Earthquake damage; Buckling; Circular bodies; Structural steels; Bridge design; Highway maintenance; Reinforcing materials; Flexural strength; Computer programs; Reinforcement (Structures)