NEHRP Clearinghouse
displaying 61 - 70 results in total 120
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 analysisKing, S. A.; Kiremidjian, A. S.
Regional Seismic Hazard and Risk Analysis through Geographic Information Systems.
National Science Foundation, Arlington, VA., June 1994, 194 p.
Keywords: Seismic hazards; Seismic waves; Computerized simulation; Risk analysis; Mathematical models; Site characterization; Earthquake damage; Ground motion; Soil structure interactions; Case studies; Geographic information systems; Seismicity; Seismic effects; Earthquakes; Structural analysisSpacone, E.; Ciampi, V.; Filippou, F. C.
Beam Element for Seismic Damage Analysis.
National Science Foundation, Arlington, VA., August 1992, 134 p.
Identifying Number(s): UCB/EERC-92/07
Keywords: ; Structural engineering; Finite element method; Deformation; Structural vibration; Beams (Structural); Numerical integration; Earthquake damage; Dynamic response; Earthquake engineering; Stiffness; Structural response; Nonlinear systems; Structural components; Structural analysisWadia-Fascetti, S.; Smith, H. A.
Adaptive Dynamic Analysis Considering Structural Lifespan: An Approach Based on Fuzzy Mathematics.
National Science Foundation, Arlington, VA.; Shimizu Corp., Tokyo (Japan). Ohsaki Research Inst., August 1994, 171 p.
Keywords: Fuzzy sets; Degradation; Structural engineering; Structural vibration; Structural failure; Earthquake damage; Dynamic response; Earthquake engineering; Uncertainty; Stiffness; Calibration; Structural response; Adaptive dynamic analysis; Errors; 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 effectsChai, Y. H.; Priestley, M. J. N.; Seible, F.
Flexural Retrofit of Circular Reinforced Concrete Bridge Columns by Steel Jacketing. Experimental Studies.
California State Dept. of Transportation, Sacramento. Office of Structures Design.; California State Business and Transportation Agency, Los Angeles.; Federal Highway Administration, Sacramento, CA. California Div.; National Science Foundation, Arlington, VA., October 1991, 172 p.
Identifying Number(s): UCSD/SSRP-91/06
Keywords: ; Reinforced concrete; Columns (Supports); Deflection; Bridge maintenance; Design analysis; Ductility; Earthquake resistant structures; Retrofitting; Earthquake damage; Buckling; Highway bridges; Structural steels; Circular bodies; Bridge design; Highway maintenance; Structural analysis; Reinforcing materials; Flexural strength; Earthquake engineering; Bending moments; Reinforcement (Structures)Eguchi, R. T.; Seligson, H. A.; Honegger, D. G.
Pipeline Replacement Feasibility Study: A Methodology for Minimizing Seismic and Corrosion Risks to Underground Natural Gas Pipelines.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany.; Southern California Gas Co., Los Angeles., March 2, 1995, 124 p.
Identifying Number(s): NCEER-95-0005
Keywords: ; Corrosion environments; Replacing; Risk analysis; Cost benefit analysis; Repairs; Natural gas distribution systems; Corrosion prevention; Retrofitting; Earthquake damage; Leakage; Gas pipelines; Cracks; Seismic effects; Underground corrosion; Maintenance; Earthquake resistance; Earthquake engineering; Underground pipelinesSinghal, 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 componentsGeotechnical 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 analysisHuo, 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