NEHRP Clearinghouse
displaying 1 - 7 results in total 7
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; EarthquakesBadillo-Almaraz, H.; Whittaker, A. S.; Reinhorn, A. M.; Cimellaro, G. P.
Seismic Fragility of Suspended Ceiling Systems.
National Science Foundation, Washington, DC., February 4, 2006, 256 p.
Identifying Number(s): MCEER-06-0001
Keywords: Fragility; Ceilings; Literature review; Damage; Suspended ceiling systems; Buildings; Earthquake engineering; Simulation; Failures; Structural analysisHwang, H. H. M.
Seismic Probabilistic Risk Assessment and Seismic Margins Studies for Nuclear Power Plants.
National Science Foundation, Washington, DC., June 15, 1987, 38 p.
Identifying Number(s): NCEER-87-0011
Keywords: Structural engineering; Fragility; Reactor components; Earthquake engineering; Hazards; Nuclear power plants; Probabilistic risk assessment; Safety; Seismic effectsHwang, H. H. M.; Low, Y. K.
Seismic Fragility Analysis of Plane Frame Structures.
National Science Foundation, Washington, DC., July 31, 1988, 119 p.
Identifying Number(s): NCEER-88-0028
Keywords: ; Fragility; Earthquake resistant structures; Vibration; Mechanical hysteresis; Graphs (Charts); Dynamic response; Concrete structures; Loads (Forces); Seismic effects; Mechanical properties; Dynamic structural analysisAnagnos, 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 effectsSinghal, 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 engineeringResearch Progress and Accomplishments: 1999-2000, Multidisciplinary Center for Earthquake Engineering Research.
National Science Foundation, Arlington, VA.; Federal Highway Administration, Washington, DC., May 2000, 152 p.
Identifying Number(s): MCEER-00-SP01
Keywords: ; Fragility; Seismic design; Turkey; Bridges (Structures); Education; Structural engineering; Water supply; Research programs; Ground motion; Earthquake engineering; Fiber Reinforced composites; Taiwan; Seismic effects