NEHRP Clearinghouse

displaying 21 - 30 results in total 298

  • Chang, G. A.; Mander, J. B.
    Seismic Energy Based Fatigue Damage Analysis of Bridge Columns. Part 2. Evaluation of Seismic Demand.
    National Center for Earthquake Engineering Research, Buffalo, NY.; Federal Highway Administration, Washington, DC.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 1, 1994, 150 p.
    Keywords: ; Damage assessment; Earthquake engineering; Seismic design; Bridge piers; Reinforced concrete; Finite element analysis; Computer applications; Mathematical models

  • Rivero, C. E.; Walker, W. H.
    Analytical Study of the Interaction of Frames and Infill Masonry Walls.
    National Science Foundation, Washington, DC., September 1982, 207 p.
    Identifying Number(s): ['UILU-ENG-82-2014', 'STRUCTURAL RESEARCH SER-502']
    Keywords: Dynamic response; Ground motion; Buildings; Earthquake engineering; Earthquakes; Finite element analysis; Walls; Mathematical models; Framed structures; Nonlinear systems; Stiffness methods

  • Goodno, B. J.; Craig, J. I.; Meyyappa, M.; Palsson, H.
    Cladding-Structure Interaction in Highrise Buildings.
    National Science Foundation, Washington, DC., January 1983, 618 p.
    Keywords: Dynamic response; Buildings; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; Claddings; Computer applications; Forced vibration; Mathematical models; Highrise buildings; Stiffness methods; Dynamic structural analysis

  • Yim, C. S.; Chopra, A. K.
    Effects of Transient Foundation Uplift on Earthquake Response of Structures.
    National Science Foundation, Washington, DC., June 1983, 137 p.
    Identifying Number(s): UCB/EERC-83/09
    Keywords: Dynamic response; Buildings; Earthquake engineering; Earthquake resistant structures; Earthquakes; Foundations; Soil structure interactions; Soil properties; Uplift pressure; Mathematical models

  • Heins, C. P.; Lin, I. C.
    Equivalent Seismic Design of Curved Box Girder Bridges.
    National Science Foundation, Washington, DC., February 1982, 179 p.
    Keywords: Dynamic response; Earthquake resistant structures; Earthquake engineering; Seismic design; Computer applications; Design criteria; Resonant frequency; Mathematical models; Girder bridges

  • Maragakis, E.
    Model for the Rigid Body Motions of Skew Bridges.
    National Science Foundation, Washington, DC., cJanuary 1984, 245 p.
    Identifying Number(s): EERL-85-02
    Keywords: Theses; Earthquake engineering; Highway bridges; Bridge decks; Skew bridges; Rotation; Mathematical models; Structural analysis; Bridge abutments; Dynamic structural analysis

  • Huang, L. C.; Chwang, A. T.
    Seismic Water Pressures on Dams for Arbitrarily Shaped Reservoirs.
    National Science Foundation, Washington, DC., September 1985, 102 p.
    Identifying Number(s): IIHR-291
    Keywords: Response; Dams; Boundary integral method; Flexible foundations; Boundaries; Earthquakes; Hydrodynamics; Reservoirs; Mathematical models; Deformation; Pressure; Seismic waves

  • Paparizos, L. G.
    Some Observations on the Random Response of Hysteretic Systems.
    National Science Foundation, Washington, DC. Directorate for Engineering., cJanuary 1986, 197 p.
    Identifying Number(s): EERL-86-02
    Keywords: ; Elastic aftereffect; Plastic analysis; Earthquake engineering; Hysteresis; Random processes; Markov processes; Mathematical models; Seismic prospecting

  • Wiggins, J. H.
    Fire Ignitions from the Whittier Narrows Earthquake of October 1, 1987.
    National Science Foundation, Washington, DC. Directorate for Engineering., November 8, 1988, 63 p.
    Identifying Number(s): REPT-2020.1
    Keywords: Conflagration; Graphs (Charts); Earthquakes; Sources; Ignition; Forecasting; Intensity; California; Mathematical models; Los Angeles County (California); Fires; Statistical data; Whittier (California)

  • El-Aidi, B.
    Nonlinear Earthquake Response of Concrete Gravity Dam Systems.
    National Science Foundation, Washington, DC., August 21, 1988, 202 p.
    Identifying Number(s): EERL-88-02
    Keywords: ; Gravity dams; Response; Cracking (Fracturing); Viscoelasticity; Earthquakes; Cavitation; Rigid foundations; Tensile stress; Displacement; Concrete structures; Mathematical models