NEHRP Clearinghouse

displaying 51 - 60 results in total 110

  • Saiidi, M.; Maragakis, E.; Feng, S.
    Evaluation of the Current CALTRANS Seismic Restrainer Design Method.
    California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.; Nevada Dept. of Transportation, Carson City., October 1992, 72 p.
    Identifying Number(s): CCEER-92-8
    Keywords: Dynamic response; Hinges; Bearings; Computer programs; Earthquake resistant structures; Earthquake engineering; Stress analysis; Highway bridges; Restrainers; Earthquakes; Bridge design; Stiffness; Seismic effects; Displacement; Design standards; Nonlinear systems; Dynamic structural analysis

  • Kariotis, J. C.; Johnson, A. W.
    Design of Reinforced Masonry Research Building. Phase 1.
    National Science Foundation, Washington, DC., September 1987, 60 p.
    Identifying Number(s): REPT-9.1-1
    Keywords: ; Buildings; Reinforcement (Structures); Earthquake engineering; Models; Masonry; Loads (Forces); Structural design; Mechanical properties; Test facilities; Walls; Stiffness; Design criteria; Displacement; Experimental design

  • 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: ; Dynamic response; Buildings; Vibration isolators; Earthquake resistant structures; Earthquake engineering; Loads (Forces); Friction; Steel structures; Test facilities; Displacement; Structural analysis; Bolted joints; Energy dissipation

  • Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components.
    Federal Emergency Management Agency, Washington, DC., June 2007, 138 p.
    Identifying Number(s): FEMA-461
    Keywords: FEMA; Buildings; Shake table tests; Earthquake engineering; Seismic design; Acceleration; Testing procedures; Displacement; ATC (Applied Technology Council); Applied Technology Council; Fragility functions; Testing protocols; Cyclic tests

  • Fathali, S.; Filiatrault, A.
    Experimental Seismic Performance Evaluation of Isolation/Restraint Systems for Mechanical Equipment. Part II: Light Equipment Study.
    Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., December 13, 2007, 222 p.
    Identifying Number(s): MCEER-07-0022
    Keywords: Mechanical equipment; Earthquake engineering; Light mechanical equipment; Earthquake-simulator experiments; Restraints; Isolation/restraint (I/R) systems; Displacement; Dynamic forces; Rubber snubbers; Amplification; Air-handling units; Dynamic loads; Gap size; Acceleration responses; Seismic performance

  • 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

  • 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

  • Phan, L. T.; Taylor, A. W.
    State of the Art Report on Seismic Design Requirements for Nonstructural Building Components.
    June 1996, 84 p.
    Identifying Number(s): NISTIR-5857
    Keywords: Earthquake damage; Dynamic response; Lighting equipment; Building codes; Damage assessment; Earthquake engineering; Seismic effect; Loads (Forces); Ceilings; Seismic design; Requirements; Displacement; Nonstructural components; Japan; Sprinkler systems; United States; New Zealand

  • Chopra, A. K.; Goel, R. K.
    Capacity-Demand-Diagram Methods for Estimating Seismic Deformation of Inelastic Structures: SDF Systems.
    National Science Foundation, Arlington, VA., April 1999, 80 p.
    Identifying Number(s): PEER-1999/02
    Keywords: ; Dynamic response; Ground motion; Buildings; Earthquake engineering; Seismic design; Numerical analysis; Displacement; Deformation

  • Heins, C. P.; Galados, N. H.; Li, G. H.; Shi, D.
    Theoretical Seismic Analysis of Curved Box Girder Bridges.
    National Science Foundation, Washington, DC., November 1982, 112 p.
    Keywords: Dynamic response; Girder bridges; Computer programming; Curved beams; Earthquake resistant structures; Earthquake engineering; Box beams; Matrix methods; Displacement; Mathematical models; Computer aided design; Dynamic structural analysis