NEHRP Clearinghouse
displaying 1 - 4 results in total 4
Chong, W. H.; Soong, T. T.
Sliding Fragility of Unrestrained Equipment in Critical Facilities.
National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., July 5, 2000, 144 p.
Identifying Number(s): MCEER-00-0005
Keywords: Sliding friction; Shaking; Nonstructural components; Fragility; Discrete systems model; Mathematical models; Tests; Earthquake damages; Bracing; Buildings; Structural responses; Stability bounds; Fastenings; Structural components; Unrestrained equipment; Shaking tables tests; Stability; Critical facilities; Earthquake engineering; Analytical techniques; EarthquakesWanitkorkul, A.; Filiatrault, A.
Simulation of Strong Ground Motions for Seismic Fragility of Nonstructural Components in Hospitals.
National Science Foundation, Arlington, VA.; Federal Highway Administration, Washington, DC., May 26, 2005, 210 p.
Identifying Number(s): MCEER-05-0005
Keywords: Response spectra; Accelerograms; Ground motions; Thrust Area 2; Multidisciplinary Center for Earthquake Engineering Research (MCEER); East coast; Hospitals; Seismic fragility; Simulations; West coast; Earthquakes; Nonstructural componentsSimulation of Strong Ground Motions for Seismic Fragility of Nonstructural Components in Hospitals (on CD-ROM).
National Science Foundation, Arlington, VA.; Federal Highway Administration, Washington, DC., May 2005,
Identifying Number(s): MCEER-05-0005-CD
Keywords: Response spectra; Accelerograms; Ground motions; Thrust Area 2; Multidisciplinary Center for Earthquake Engineering Research (MCEER); CD-ROM; East coast; Hospitals; Seismic fragility; Simulations; West coast; Earthquakes; Nonstructural componentsPhan, 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: Sprinkler systems; Lighting equipment; Ceilings; Seismic design; Seismic effect; Damage assessment; Loads (Forces); United States; Earthquake damage; Dynamic response; Earthquake engineering; Requirements; Displacement; New Zealand; Japan; Building codes; Nonstructural components