NEHRP Clearinghouse

displaying 1 - 6 results in total 6

  • 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

  • Seible, F.; Hegemier, G. A.; Priestley, M. J. N.; Kingsley, G. R.; Kurkchubasche, A. G.; Igarashi, A.
    U.S.-TCCMAR 5-Story Full-Scale Masonry Research Building Test. Preliminary Report.
    National Science Foundation, Arlington, VA., October 1992, 68 p.
    Keywords: Earthquake damage; Concrete slabs; Masonry buildings; Buildings; Structural design criteria; Earthquake resistant structures; Earthquake engineering; Dynamic response; Masonry; Structural vibration; Damage assessment; Reinforcement (Structures); International cooperation; Structural failure; Walls; Displacement; Construction materials; Cracks; Japan; United States; Ductility

  • 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

  • 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: Dynamic response; Earthquake damage; Dynamic structural analysis; Flanged masonry walls; Reinforcement (Structures); Computer programs; Loads (Forces); Masonry; Earthquake engineering; Matrices (Mathematics); Mechanical properties; Flexural strength; Test facilities; Walls; Stiffness; Moments; Seismic effects; Strains; Mathematical models; Tables (Data); Ductility

  • Limin, H.; Priestley, M. J. N.
    Seismic Behavior of Flanged Masonry Shear Walls.
    National Science Foundation, Washington, DC. Directorate for Engineering., May 1988, 134 p.
    Keywords: ; Dynamic response; Ductility; Loads (Forces); Masonry; Earthquakes; Graphs (Charts); Flexural strength; Mechanical properties; Walls; Stiffness; Dynamic structural analysis

  • Sritharan, S.; Priestley, M. J. N.; Seible, F.
    Seismic Response of Column/Cap Beam Tee Connections with Cap Beam Prestressing.
    Business, Transportation and Housing Agency, Sacramento, CA. California Dept. of Transportation., December 1996, 332 p.
    Identifying Number(s): UCSD/SSRP-96/09
    Keywords: Prestressed concrete; Los Angeles (California); Earthquake engineering; Seismic design; Reinforced concrete; Joints (Junctions); Precast concrete; Caps (Supports); Bridges (Structures)