NEHRP Clearinghouse

displaying 61 - 70 results in total 86

  • 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

  • Teran-Gilmore, A.; Bertero, V. V.; Youssef, N.
    Seismic Rehabilitation of Framed Buildings Infilled with Unreinforced Masonry Walls Using Post-Tensioned Steel Braces.
    National Science Foundation, Arlington, VA., June 1995, 283 p.
    Identifying Number(s): UCB/EERC-95/06
    Keywords: URM (Unreinforced Masonry); Earthquake resistance; Bracing; Dynamic structural analysis; Steel structures; Dynamic response; Reinforcing steels; Buildings; Masonry; Structural vibration; Earthquake engineering; Mechanical properties; EQGM (Earthquake Ground Motion); Reinforced concrete; Vibration damping; Stiffness; Frame structures; Columns (Supports); Beams (Structural); Retrofitting

  • Gergely, I.; Pantelides, C. P.
    Design Aid for Shear Strengthening of Reinforced Concrete T-Joints Using Carbon Fiber Reinforced Plastic Composites. Earthquake Research Program.
    National Science Foundation, Arlington, VA.; Federal Highway Administration, Washington, DC.; Utah Dept. of Transportation, Salt Lake City.; Idaho National Engineering and Environmental Lab., Idaho Falls., July 13, 1998, 204 p.
    Identifying Number(s): UUCE-98-02
    Keywords: ; Beams (Supports); Highway bridges; Seismic design; Joints (Junctions); Composite materials; Carbon fiber reinforced plastics; Columns (Supports); Retrofitting

  • Cheok, G. S.; Lew, H. S.
    Performance of 1/3-Scale Model Precast Concrete Beam-Column Connections Subjected to Cyclic Inelastic Loads.
    October 1990, 110 p.
    Identifying Number(s): NISTIR-4433
    Keywords: ; Earthquake resistant structures; Beams (Supports); Experimental data; Joints (Junctions); Displacement; Precast concrete; Model tests; Concrete structures; Columns (Supports); Structural analysis; Cyclic loads

  • Altman, W. G.; Azizinamini, A.; Bradburn, J. H.; Radziminski, J. B.
    Moment-Rotation Characteristics of Semi-Rigid Steel Beam-Column Connections.
    National Science Foundation, Washington, DC., June 1982, 157 p.
    Keywords: Ground motion; Earthquake engineering; Earthquake resistant structures; Beams (Supports); Mechanical hysteresis; Earthquakes; Finite element analysis; Columns (Supports); Construction joints; Cyclic loads

  • Sivakumar, B.; White, R. N.; Gergely, P.
    Behavior and Design of Reinforced Concrete Column-Type Lapped Splices Subjected to High-Intensity Cyclic Loading.
    National Science Foundation, Washington, DC., October 1982, 216 p.
    Identifying Number(s): 82-11
    Keywords: Earthquake engineering; Reinforcing steels; Earthquake resistant structures; Splices; Structural design; Reinforced concrete; Lapped splices; Columns (Supports); Epoxy resins; Lap joints; Cyclic loads

  • Ehsani, M. R.; Wight, J. K.
    Behavior of External Reinforced Concrete Beam to Column Connections Subjected to Earthquake Type Loading.
    National Science Foundation, Washington, DC., July 1982, 267 p.
    Identifying Number(s): UMEE-82R5
    Keywords: Earthquake engineering; Beams (Supports); Earthquake resistant structures; Flexural strength; Reinforced concrete; Concrete construction; Columns (Supports); Cyclic loads; Construction joints; Shear stress

  • Rabbat, B. G.; Daniel, J. I.; Weinmann, T. L.; Hanson, N. W.
    Seismic Behavior of Lightweight Concrete Columns.
    National Science Foundation, Washington, DC., September 1982, 450 p.
    Keywords: Lightweight concretes; Ground motion; Earthquake engineering; Earthquake resistant structures; Loads (Forces); Data acquisition; Flexural strength; Columns (Supports); Yield strength; Construction joints

  • Chen, P. F. S.; Powell, G. H.
    Generalized Plastic Hinge Concepts for 3D Beam-Column Elements.
    National Science Foundation, Washington, DC., November 1982, 277 p.
    Identifying Number(s): UCB/EERC-82/20
    Keywords: ANSR computer program; WIPS computer program; Beams (Supports); Mechanical hysteresis; Earthquakes; Computer applications; Columns (Supports); Dynamic loads; Framed structures; Stiffness methods; Dynamic structural analysis

  • Malley, J. O.; Popov, E. P.
    Design Considerations for Shear Links in Eccentrically Braced Frames.
    National Science Foundation, Washington, DC., November 1983, 139 p.
    Identifying Number(s): UCB/EERC-83/24
    Keywords: Deformations (Elastic); Mechanical hystereses; Earthquake engineering; Loads (Forces); Linkages; Frames; Joints (Junctions); Columns (Supports); Shear links; Deformations (Plastics); Bracing