NEHRP Clearinghouse

displaying 91 - 100 results in total 140

  • ['Mengi, Y.', 'McNiven, H. D.', 'Tanrijulu, A. K.']
    Models for Nonlinear Earthquake Analysis of Brick Masonry Buildings.
    North Atlantic Treaty Organization, Brussels (Belgium)., March 1992, 161 p.
    Identifying Number(s): UCB/EERC-92/03
    Keywords: ; Masonry; Structural vibration; Mathematical models; Walls; Reinforcement (Structures); Earthquake engineering; Bricks; Stiffness; Nonlinear systems; Seismic effects; Structural analysis

  • ['Boroschek, R. L.', 'Mahin, S. A.']
    Investigation of the Seismic Response of a Lightly-Damped Torsionally-Coupled Building.
    National Science Foundation, Washington, DC., December 1991, 277 p.
    Identifying Number(s): UCB-EERC-91-18
    Keywords: ; Framed structures; Steel structures; Elastic analysis; Displacement; Loads (Forces); Structural members; Torsion; Mathematical models; Vibration damping; Case studies; Nonlinear systems; Structural vibration; California; Earthquake damage; Buildings; Seismic effects; Structural analysis; Dynamic response; Earthquake engineering; Joints (Junctions)

  • ['De la Llera, J. C.', 'Chopra, A. K.']
    Evaluation of Code Accidental-Torsion Provisions Using Earthquake Records from Three Nominally Symmetric-Plan Buildings.
    National Science Foundation, Washington, DC.; California Strong Motion Instrumentation Program, Sacramento., July 1992, 170 p.
    Identifying Number(s): UCB/EERC-92/09
    Keywords: ; Seismic design; California; Torsion; Lateral pressure; Design standards; Earthquake engineering; Office buildings; Building codes; Structural analysis

  • ['Grigorian, C. E.', 'Popov, E. P.']
    Energy Dissipation with Slotted Bolted Connections.
    National Science Foundation, Arlington, VA.; American Iron and Steel Inst., Washington, DC., February 1994, 255 p.
    Identifying Number(s): UCB/EERC-94/02
    Keywords: ; Earthquake resistant structures; Friction; Test facilities; Steel structures; Dynamic response; Buildings; Earthquake engineering; Energy dissipation; Displacement; Bolted joints; Vibration isolators; Loads (Forces); Structural analysis

  • ['Aktan, A. E.', 'Miller, R.', 'Shahrooz, B.', 'Zwick, M.', 'Heckenmueller, M.', 'Ho, I.', 'Hrinko, W.', 'Toksoy, T.']
    Nondestructive and Destructive Testing of a Reinforced Concrete Slab Bridge and Associated Analytical Studies.
    Federal Highway Administration, Washington, DC.; Ohio Dept. of Transportation, Columbus.; National Science Foundation, Washington, DC., December 1992, 350 p.
    Identifying Number(s): UC-CII-92-02
    Keywords: ; Nonlinear analysis; Reinforced concrete; Bridge inspection; Moments; Bridge maintenance; Bridge failures; Finite element analysis; Concrete structures; Nondestructive tests; Bridge tests; Destructive tests; Load bearing tests; Loads (Forces); Structural analysis

  • Goltz, J. D.
    Northridge, California Earthquake of January 17, 1994: General Reconnaissance Report.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., March 11, 1994, 224 p.
    Keywords: Damage assessment; Emergency preparedness; Northridge (California); San Fernando Valley; Overpasses; Reconnaissance; Gas pipelines; Los Angeles (California); Earthquakes; Structural analysis

  • ['Rahman, S.', 'Grigoriu, M.']
    Markov Model for Local and Global Damage Indices in Seismic Analysis.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., February 18, 1994, 258 p.
    Keywords: ; Structural engineering; Risk assessment; Earthquake resistant structures; Structural vibration; Structural reliability; Mathematical models; Earthquake damage; Earthquake engineering; Hysteresis; Soil structure interactions; Stochastic processes; Structural analysis; Building codes; Markov processes

  • ['Mehrabi, A. B.', 'Shing, P. B.', 'Schuller, M. P.', 'Noland, J. L.']
    Performance of Masonry-Infilled R/C Frames under In-Plane Lateral Loads.
    National Science Foundation, Arlington, VA., October 1994, 272 p.
    Identifying Number(s): CU/SR-94/6
    Keywords: Infilled panels; Reinforced concrete; Lateral loads; Prototypes; Displacement; Shear stresses; Cyclic loads; Masonry; Finite element method; Failure modes; Strain gages; Stress strain relations; Structural failure; Algorithms; Earthquake damage; Concrete structures; Cracks; Structural components; Wall loading; Structural analysis; Cracking (Fracturing); Frames; Dynamic response; Earthquake engineering

  • ['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: ; Finite element method; Vibration mode; Structural vibration; Eigenvalues; Algorithms; Matrices (Mathematics); Dynamic response; Degrees of freedom; Earthquake engineering; Vibration damping; Resonant frequency; Nonlinear systems; Structural analysis

  • ['Hwang, H. H. M.', 'Huo, J. R.']
    Generation of Hazard-Consistent Fragility Curves for Seismic Loss Estimation Studies.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., June 14, 1994, 180 p.
    Keywords: Damage assessment; Structural failure; Mathematical models; Earthquake damage; Earthquake engineering; Hazards; Fragility curves; Damage probability matrix; Estimation; Soil structure interactions; Nonlinear systems; Building codes; Soil mechanics; Earthquakes; Structural analysis