NEHRP Clearinghouse

displaying 1 - 6 results in total 6

  • ['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: ; Masonry; Walls; Flexural strength; Dynamic response; Graphs (Charts); Mechanical properties; Stiffness; Loads (Forces); Ductility; Earthquakes; 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

  • ['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: Construction materials; Displacement; International cooperation; Damage assessment; Concrete slabs; Ductility; Masonry; Earthquake resistant structures; Structural vibration; Structural failure; Earthquake damage; Buildings; Structural design criteria; Cracks; Japan; Walls; United States; Dynamic response; Earthquake engineering; Masonry buildings; Reinforcement (Structures)

  • ['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)

  • ['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: Bridges (Structures); Seismic design; Prestressed concrete; Reinforced concrete; Precast concrete; Caps (Supports); Earthquake engineering; Joints (Junctions); Los Angeles (California)

  • ['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)