NEHRP Clearinghouse

displaying 1 - 8 results in total 8

  • Seible, F.
    Japanese Five-Story Full Scale Reinforced Masonry Building Test.
    National Science Foundation, Washington, DC., January 1988, 122 p.
    Identifying Number(s): REPT-9.2-3
    Keywords: ; Research management; Buildings; Tests; Earthquake engineering; USA; Masonry; Lateral pressure; Japan; International cooperation

  • 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

  • Seible, F.; LaRovere, H. L.
    Summary on Pseudodynamic Testing.
    National Science Foundation, Washington, DC., February 1987, 53 p.
    Identifying Number(s): REPT-3.1(B)-1
    Keywords: Computer programs; Earthquake engineering; Dynamic tests; Test methods; PSDYN computer program; Structural vibration; Matrices (Mathematics); User manuals (Computer programs); Vibration damping; Computerized simulation; Mathematical models; Dynamic structural analysis

  • 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

  • Igarashi, A.; Seible, F.; Hegemier, G. A.
    Development of the Generated Sequential Displacement Procedure and the Simulated Seismic Testing of the TCCMAR 3-Story In-Plane Walls.
    National Science Foundation, Arlington, VA., June 1993, 118 p.
    Keywords: Damage assessment; Walls; Japan; Earthquake damage; Moments; Degrees of freedom; Algorithms; Structural vibrations; Buildings; Earthquake engineering; Displacement; Deformation; Dynamic structural analysis; Dynamic response; Masonry buildings; Earthquake resistant structures; USA; Loads (Forces); Masonry; Generated Sequential Displacement Test Method; Structural gailure; International cooperation

  • 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

  • Seible, F.
    Design and Construction of the Charles Lee Powell Structural Systems Laboratory.
    National Science Foundation, Washington, DC., November 1986, 79 p.
    Identifying Number(s): REPT-9.2-2
    Keywords: Laboratories; Research management; Buildings; Tests; Earthquake engineering; Seismic design; Structural engineering; San Diego (California)

  • 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)