NEHRP Clearinghouse

displaying 1 - 10 results in total 13

  • Chen, M.; Penzien, J.
    Nonlinear Soil-Structure Interaction of Skew Highway Bridges.
    Federal Highway Administration, Washington, D.C.; National Science Foundation, Washington, D.C., August 1977, 127 p.
    Identifying Number(s): UCB/EERC-77/24
    Keywords: Seismic loads; Computer programs; SKEW computer program; Mathematical models; Earth movements; Finite element analysis; Ground motion; Earthquake engineering; Backfills; Bridge decks; Bridge piers; Soil structure interactions; Soil dynamics; Seismic response; Skew bridges; Earthquakes

  • Abo-Shadi, N.; Saiidi, M.; Sanders, D.
    Seismic Response of Reinforced Concrete Bridge Pier Walls in the Weak Direction.
    Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC., July 17, 2000, 352 p.
    Keywords: Coding systems; Calibration; Seismic design; Reinforced concrete; Steel structures; Computer programs; PIER program; Walls; United States; Siesmic behavior; Structural responses; Earthquake engineering; Axial loads; Bridge piers; Hinged structures; Seismic response; Ductility

  • Pollino, M.; Bruneau, M.
    Analytical and Experimental Investigation of a Controlled Rocking Approach for Seismic Protection of Bridge Steel Truss Piers.
    Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC., January 21, 2008, 488 p.
    Identifying Number(s): MCEER-08-0003
    Keywords: Seismic design; Testing; Rocking approach; Retrofitting; Dynamic response; Ground motion; Earthquake engineering; Bridge piers; Excitation; Foundations; Trusses; Forces (Loads); Bridge steel truss piers; Structural analysis

  • Saiidi, M.; Orie, D.; Douglas, B.
    Micro-CAD System for Seismic Design of Regular Highway Bridges.
    National Science Foundation, Washington, DC. Directorate for Engineering., June 1988, 165 p.
    Identifying Number(s): CCEER-88-2
    Keywords: Earthquake resistant structures; Elasticity; Structural design; Flexural strength; Earthquake engineering; Bridge piers; Highway bridges; Stiffness; Stress analysis; Computer programs; Mechanical properties; Dynamic structural analysis

  • Straw, D. L.; Saiidi, M.; O'Connor, D. N.
    Scale Model Testing of One-Way Reinforced Concrete Pier Hinges Subjected to Combined Axial Force, Shear and Flexure.
    National Science Foundation, Washington, DC., March 1992, 47 p.
    Identifying Number(s): CCEER-92-1
    Keywords: ; Reinforced concrete; Deformation; Hinges; Structural vibration; Seismic waves; Reinforcing steels; Model tests; Dynamic response; Earthquake damage; Earthquake engineering; Shear properties; Bridge piers; Displacement; Cyclic loads; Computer programs; Loads (Forces); Structural members

  • Jiang, Y.; Saiide, M.; O'Connor, D. N.
    Behavior, Design, and Retrofit of Reinforced Concrete One-Way Bridge Column Hinges.
    National Science Foundation, Washington, DC., March 1993, 196 p.
    Identifying Number(s): CCEER-93-1
    Keywords: ; Seismic design; Reinforced concrete; Hinges; Mathematical models; Earthquake engineering; Axial strain; Bridge piers; Loads (Forces); Lateral pressure

  • Constantinou, M. C.; Tsopelas, P.; Kim, Y. S.; Okamoto, S.
    NCEER-Taisei Corporation Research Program on Sliding Seismic Isolation Systems for Bridges: Experimental and Analytical Study of a Friction Pendulum System (FPS).
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., November 1, 1993, 171 p.
    Identifying Number(s): NCEER-93-0020
    Keywords: Earthquake resistant structures; Deformation; Mathematical models; Dynamic response; Ground motion; Earthquake engineering; Sliding isolation systems; Bridge piers; Highway bridges; Displacement; Simulation; Bridge design; Vibration isolators; Shaking table tests; Bearings; Friction Pendulum System

  • Kunnath, S. K.; El-Bahy, A.; Taylor, A.; Stone, W.
    Cumulative Seismic Damage of Reinforced Concrete Bridge Piers.
    Federal Highway Administration, Washington, DC., September 2, 1997, 204 p.
    Identifying Number(s): NCEER-97-0006
    Keywords: ; Seismic design; Reinforced concrete; Columns (Supports); Displacement; Hysteresis; Structural members; Damage assessment; Structural fatigue; Bridge piers; Cyclic loads; Ductility; Failure modes; Earthquake damage; Fatigue limit; Highway bridges; Dynamic response; Earthquake engineering; Energy dissipation; Reinforcement (Structures); Dynamic structural analysis

  • Duthinh, D.
    NIST Workshop on Standards Development for the Use of Fiber Reinforced Polymers for the Rehabilitation of Concrete and Masonry Structures. Proceedings. Held in Tucson, Arizona on January 7-8, 1998.
    February 1999, 166 p.
    Identifying Number(s): NISTIR-6288
    Keywords: Masonry; Seismic design; Composite wrapping; Beams (Supports); Columns (Supports); Retrofitting; Walls; Design standards; Earthquake engineering; CFRP (Carbon Fiber Reinforced Plastics); Concrete structures; Bridge piers; Slabs; Fiber composites

  • Mander, J. B.; Waheed, S. M.; Chaudhary, M. T. A.; Chen, S. S.
    Seismic Performance of Shear-Critical Reinforced Concrete Bridge Piers.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., May 12, 1993, 171 p.
    Identifying Number(s): NCEER-93-0010
    Keywords: ; Seismic design; Reinforced concrete; Beams (Supports); Columns (Supports); Damage analysis; Earthquake engineering; Joints (Junctions); Bridge piers; Shear tests