NEHRP Clearinghouse

displaying 361 - 370 results in total 423

  • Anagnos, T.; Rojahn, C.; Kiremidjian, A. S.
    NCEER-ATC Joint Study on Fragility of Buildings.
    National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., January 20, 1995, 120 p.
    Identifying Number(s): NCEER-95-0003
    Keywords: ; Fragility; Damage assessment; Structural failure; Structural reliability; Load carrying capacity; Earthquake damage; Buildings; Earthquake engineering; Ground motion; Structural response; Seismic effects

  • Singhal, A.; Kiremidjian, A. S.
    Method for Developing Motion Damage Relationships for Reinforced Concrete Frames, May 1995.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., May 11, 1995, 124 p.
    Keywords: ; Earthquake resistant structures; Reinforced concrete; Structural failure; Matrices (Mathematics); Mathematical models; Earthquake damage; Dynamic response; Ground motion; Concrete structures; Earthquake engineering; Structural components

  • Tan, H.; Chopra, A. K.
    Earthquake Analysis and Response of Concrete Arch Dams, July 1995.
    National Science Foundation, Arlington, VA., July 1995, 188 p.
    Identifying Number(s): UCB/EERC-95/07
    Keywords: Seismic design; Seismic waves; Soil-structure interactions; Dam-water interactions; Damping; Impounded waters; Dam-foundation rock interactions; Arch dams; Rock-fluid interactions; Southwestern Region (Colorado); Concrete dams; Structural vibration; Morrow Point Dam; Dam design; Seismic effects; Dam foundations; Dynamic response; Ground motion; Frequency response; Earthquake engineering; Frequency domain; Dynamic structural analysis

  • Geotechnical Reconnaissance of the Effects of the January 17, 1995, Hyogoken-Nanbu Earthquake, Japan.
    National Science Foundation, Washington, DC. Directorate for Engineering., July 1995, 168 p.
    Identifying Number(s): UCB/EERC-95/01
    Keywords: Bridges; Communication links; Landslides; Public transportation; Liquefaction; Soil-structure interactions; Dams; Seismicity; Honshu Island; Damage assessment; Water supply; Landfills; Levees; Earthquake damage; Buildings; Japan; Seismic effects; Ground motion; Foundations (Structures); Rock falls; Nyogoken-Nanbu Earthquake; Pipelines; Earthquakes; Dynamic structural analysis

  • Huo, J. R.; Hwang, H. H. M.
    Seismic Fragility Analysis of Equipment and Structures in a Memphis Electric Substation.
    National Science Foundation, Arlington, VA. Buffalo, NY.; New York State Science and Technology Foundation, Albany., August 10, 1995, 170 p.
    Identifying Number(s): NCEER-95-0014
    Keywords: Power substations; Transformers; Switches; Voltage regulators; Seismic waves; Lightning arresters; Potheats; Soil-structure interactions; Memphis (Tennessee); Damage assessment; New Madrid Seismic Zone; Electrical equipment; Performance evaluation; Hazards; Electric utlities; Circuit breakers; Fragility analysis; Earthquake damage; Seismic response; Seismic effects; Ground motion; Earthquake engineering; Capacitors

  • Reinhorn, A. M.; Madan, A.; Valles, R. E.; Reichmann, Y.; Mander, J. B.
    Modeling of Masonry Infill Panels for Structural Analysis.
    National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., December 8, 1995, 86 p.
    Identifying Number(s): NCEER-95-0018
    Keywords: ; Nonlinear analysis; Seismic waves; Hysteresis; Structural members; Mathematical models; Cyclic loads; Seismic loads; Structural vibration; Static loads; Earthquake damage; Concrete structures; Stiffness; Seismic effects; Cracking (Fracturing); Dynamic response; Ground motion; Mechanical properties; Dynamic structural analysis

  • 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: Columns (Supports); Bending; Displacement; Structural members; Nonlinearity; Damage assessment; Failure analysis; Dynamic strucutral analysis; Reinforced concretes; Ductility; Flared columns; Finite element method; Soil-strucutre interactions; Earthquake damage; Highway bridges; Seismic effects; Cracking (Fracturing); Collapse; Dynamic response; Ground motion; Northridge Earthquake

  • Seligson, H. A.; Eguchi, R. T.; Tierney, K. J.; Richmond, K.
    Chemical Hazards, Mitigation and Preparedness in Areas of High Seismic Risk: A Methodology of Estimating the Risk of Post-Earthquake Hazardous Materials Release.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., November 7, 1996, 140 p.
    Keywords: Emergency preparedness; Scenarios; Soil-structure interactions; Public safety; Hazards analysis; Mitigation; Emergency plans; Risk assessment; Ammonia; Failure analysis; Chlorine; Chemical hazards; Diffusion modeling; Vulnerability; Chemical plants; Hazardous materials spills; Fault tree analysis; Earthquake damage; Plumes; Seismic effects; Gases; Facilities management; Ground motion; Earthquake engineering; Damage probability matrix; Dispersion

  • Earthquake Engineering Research at Berkeley, 1996.
    Applied Technology Council, Berkeley, CA.; Business, Transportation and Housing Agency, Sacramento, CA.; California Seismic Safety Commission, Sacramento.; Federal Emergency Management Agency, Washington, DC., February 1997, 256 p.
    Identifying Number(s): UCB/EERC-96/01
    Keywords: ; Bridges (Structures); Reinforced concrete; Steel structures; Displacement; Soil-structure interactions; Dams; Seismic isolation; Earthquake resistance structures; Vibration damping; Design analysis; Vibration isolators; Ductility; Research projects; Meetings; Design criteria; Steel construction; Tension; Ground motion; Earthquake engineering; Dynamic structural analysis

  • Singhal, A.; Kiremidjian, A. S.
    Method for Earthquake Motion-Damage Relationships with Application to Reinforced Concrete Frames.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., September 10, 1997, 256 p.
    Keywords: ; Reinforced concrete; Sensitivity analysis; Gaussian processes; Soil-structure interactions; Fragility; Damage assessment; Bayes theorem; Mathematical models; Autoregressive processes; Probability; Structural failure; Earthquake damage; Concrete structures; Monte Carlo method; Seismic effects; Structural components; Frames; Dynamic response; Ground motion; Earthquake engineering