NEHRP Clearinghouse

displaying 11 - 19 results in total 19

  • Cheng, F. Y.; Lou, K.; Sheng, L. H.
    Collapse Studies of Mission-Gothic Undercrossing and Bull Creek Canyon Channel Bridge during the January 17, 1994 Northridge Earthquake.
    National Science Foundation, Arlington, VA., August 1996, 137 p.
    Identifying Number(s): CIVIL ENGINEERING STUDY-96-6
    Keywords: Earthquake damage; Dynamic response; Ductility; Damage assessment; Ground motion; Soil-strucutre interactions; Cracking (Fracturing); Collapse; Highway bridges; Nonlinearity; Dynamic strucutral analysis; Finite element method; Failure analysis; Seismic effects; Structural members; Displacement; Columns (Supports); Flared columns; Northridge Earthquake; Reinforced concretes; Bending

  • Makris, N.; Gazetas, G.
    Phase Wave Velocities and Displacement Phase Differences in a Harmonically Oscillating Pile.
    National Science Foundation, Washington, DC., July 8, 1991, 60 p.
    Identifying Number(s): NCEER-91-0010
    Keywords: ; Dynamic response; Dams; Earthquake resistant structures; Pile structures; Earthquake engineering; Wave phases; Structural vibration; Soil-structure interactions; Vibration damping; Finite element method; Displacement; Wave propagation; Soil mechanics; Mathematical models; Bridges (Structures)

  • Deierlein, G. G.; Hsieh, S. H.; Shen, Y. J.; Abel, J. F.
    Nonlinear Analysis of Steel Frames with Semi-Rigid Connections Using the Capacity Spectrum Method.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., July 2, 1991, 92 p.
    Keywords: Dynamic response; Steel structures; Earthquake engineering; Case studies; Loads (Forces); Elastic properties; Structural vibration; Joints (Junctions); Finite element method; Structural members; Moments; Capacity Spectrum Method; Structural analysis; Framed structures; Nonlinear systems; Seismic waves

  • Bray, J. D.; Seed, R. B.; Seed, H. B.
    Effects of Tectonic Movements on Stresses and Deformations in Earth Embankments.
    National Science Foundation, Washington, DC., September 1989, 454 p.
    Identifying Number(s): UCB/EERC-90/13
    Keywords: ; Dams; Earthquake engineering; Reviews; Stress analysis; Foundations; Numerical analysis; Finite element method; Soil tests; Subsidence; Earth movements; Mass movements (Geology); Model tests; Soil mechanics; Clays; Case histories; Deformation; Mathematical models; Tectonics; Embankments; Geological faults

  • Ewing, R. D.; El-Mustapha, A. M.; Kariotis, J. C.
    FEM/I: A Finite Element Computer Program for the Nonlinear Static Analysis of Reinforced Masonry Building Components (Revised).
    National Science Foundation, Washington, DC., June 1990, 126 p.
    Identifying Number(s): REPT-2.2-1
    Keywords: Research management; Computer programs; Static tests; Earthquake engineering; Masonry; Seismic design; Finite element method; TCCMAR (Technical Coordinating Committee on Masonry Research); NEHRP (National Earthquake Hazards Reduction Program)

  • Nada, H.; Sanders, D.; Saiidi, M. S.
    Seismic Performance of RC Bridge Frames with Architectural-Flared Columns.
    California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC., January 2003, 498 p.
    Identifying Number(s): CCEER-03-03
    Keywords: ; Plastic hinges; Earthquake engineering; Structural flares; Loads (Forces); Seismic design; Reinforced concrete; Bridge supports; Finite element method; Seismic effects; Columns (Supports); California; Concrete structures; Shear stress

  • Warn, G. P.; Whittaker, A. S.
    Study of the Coupled Horizontal-Vertical Behavior of Elastomeric and Lead-Rubber Seismic Isolation Bearings.
    Federal Highway Administration, Washington, DC.; National Science Foundation, Washington, DC., September 22, 2006, 344 p.
    Identifying Number(s): MCEER-06-0011
    Keywords: ; Ground motion; Bearings; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Simulations; Structural vibration; Seismic design; Rubber; Evaluation; Finite element method; Stiffness; Seismic effects; Excitation; Elastomeric isolators; Seismic isolation

  • Singh, R. K.; Smith, H. A.
    Vibration Analysis of Skeletal Systems Using a Mixed Formulation with an Arnoldi-Based Nonlinear Eigensolution Technique.
    National Science Foundation, Washington, DC., December 1993, 192 p.
    Keywords: ; Eigenvalues; Dynamic response; Vibration mode; Earthquake engineering; Structural vibration; Matrices (Mathematics); Finite element method; Vibration damping; Degrees of freedom; Resonant frequency; Structural analysis; Algorithms; Nonlinear systems

  • Monti, G.; Spacone, E.; Filippou, F. C.
    Model for Anchored Reinforcing Bars under Seismic Excitations.
    National Science Foundation, Arlington, VA., December 1993, 106 p.
    Identifying Number(s): UCB/EERC-93/08
    Keywords: ; Dynamic response; Earthquake engineering; Earthquake resistant structures; Reinforcement (Structures); Anchors (Structural); Reinforcing materials; Reinforced concrete; Finite element method; Bond stress; Displacement; Yield strength; Structural analysis; Dynamic models; Cyclic loads