NEHRP Clearinghouse
displaying 121 - 130 results in total 178
O'Rourke, T. D.; Palmer, M. C.
Feasibility Study of Replacement Procedures and Earthquake Performance Related to Gas Transmission Pipelines.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., May 25, 1994, 178 p.
Identifying Number(s): NCEER-94-0012
Keywords: ; Natural gas pipelines; Seismic design; Damage assessment; Risk assessment; Replacing; Earthquake engineering; Liquefaction (Soils); Feasibility; Welded jointsIgarashi, A.; Seible, F.; Hegemier, G. A.
Development of the Generated Sequential Displacement Procedure and the Simulated Seismic Testing of the TCCMAR 3-Story In-Plane Walls.
National Science Foundation, Arlington, VA., June 1993, 118 p.
Keywords: Deformation; Moments; Displacement; International cooperation; Loads (Forces); Damage assessment; Structural gailure; Structural vibrations; Masonry; Earthquake resistant structures; Algorithms; Earthquake damage; Buildings; Japan; USA; Walls; Degrees of freedom; Dynamic response; Earthquake engineering; Masonry buildings; Generated Sequential Displacement Test Method; Dynamic structural analysisPorter, M. L.; Sabri, A. A.; Khoury, R. Y.
Plank Diaphragms in Masonry Structures.
National Science Foundation, Arlington, VA., August 1993, 74 p.
Keywords: Displacement; International cooperation; Loads (Forces); Damage assessment; Concrete slabs; Tensile stress; First major event load; Masonry; Earthquake resistant structures; Structural failure; Earthquake damage; Buildings; Cracks; Stiffness; Japan; Compressive strength; Floors; Walls; United States; Dynamic response; Earthquake engineering; Masonry buildings; Diaphragms (Mechanics); Reinforcement (Structures)Seible, F.; Hegemier, G. A.; Priestley, M. J. N.; Kingsley, G. R.; Kurkchubasche, A. G.; Igarashi, A.
U.S.-TCCMAR 5-Story Full-Scale Masonry Research Building Test. Preliminary Report.
National Science Foundation, Arlington, VA., October 1992, 68 p.
Keywords: Construction materials; Displacement; International cooperation; Damage assessment; Concrete slabs; Ductility; Masonry; Earthquake resistant structures; Structural vibration; Structural failure; Earthquake damage; Buildings; Structural design criteria; Cracks; Japan; Walls; United States; Dynamic response; Earthquake engineering; Masonry buildings; Reinforcement (Structures)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 analysisBasoez, N.; Kiremidjian, A. S.
Prioritization of Bridges for Seismic Retrofitting.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., January 1995, 174 p.
Keywords: Priorities; Bridge failures; Seismic retrofitting; Damage assessment; Risk assessment; Earthquake resistant structures; Algorithms; Structural design; Traffic impedances; Bridge design; Rehabilitation; Highway maintenance; Structural analysis; Reinforcing materials; Expert systems; Earthquake engineering; Knowledge based systems; Reinforcement (Structures); Highway managementAnagnos, 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 effectsGeotechnical 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; CapacitorsValles, R. E.; Reinhorn, A. M.; Kunnath, S. K.; Li, C.; Madan, A.
IDARC2D Version 4.0: A Computer Program for the Inelastic Damage Analysis of Buildings.
National Science Foundation, Arlington, VA., June 3, 1996, 351 p.
Identifying Number(s): NCEER-96-0010
Keywords: IDARC2D computer program; Framed structures; Columns (Supports); Deformation; Flexibility; Bending; Connectors; Hysteresis; Damage assessment; Computerized simulation; Panels; Vibration damping; Vibration isolators; Nonlinear systems; Structural vibration; Beams (Structural); Earthquake damage; Buildings; Seismic effects; Inelastic stress; Walls; Rigidity; Computer programs; Dynamic structural analysis