NEHRP Clearinghouse
displaying 351 - 360 results in total 423
['Saiidi, M.', 'Maragakis, E.', 'Abdel-Ghaffar, S.', 'Feng, S.', "O'Connor, D."]
Response of Bridge Hinge Restrainers during Earthquakes: Field Performance, Analysis, and Design.
California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.; Nevada Dept. of Transportation, Carson City., May 1993, 140 p.
Identifying Number(s): CCEER-93-6
Keywords: Bridges; Seismic design; Research projects; California; Hinges; Computerized simulation; Retrofitting; Restrainers; Ground motion; Loma Prieta earthquake; Earthquake engineering; Lateral pressure['Aycardi, L. E.', 'Mander, J. B.', 'Reinhorn, A. M.']
Seismic Resistance of Reinforced Concrete Frame Structures Designed Only for Gravity Loads: Part 2. Experimental Performance of Subassemblages.
New York State Science and Technology Foundation, Albany.; National Science Foundation, Washington, DC., December 1, 1992, 163 p.
Identifying Number(s): NCEER-92-0028
Keywords: ; Seismic design; Reinforced concrete; Scale models; Framed structures; Retrofitting; Columns (Supports); Mathematical models; Buildings; Earthquake engineering; Lap joints; Ground motion; Cyclic loads; Soil structure interactions; Subassemblies; Lateral pressure['Constantinou, M. C.', 'Tsopelas, P.', 'Kim, Y. S.', 'Okamoto, S.']
NCEER-Taisei Corporation Research Program on Sliding Seismic Isolation Systems for Bridges: Experimental and Analytical Study of a Friction Pendulum System (FPS).
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., November 1, 1993, 171 p.
Identifying Number(s): NCEER-93-0020
Keywords: Earthquake resistant structures; Deformation; Mathematical models; Dynamic response; Ground motion; Earthquake engineering; Sliding isolation systems; Bridge piers; Highway bridges; Displacement; Simulation; Bridge design; Vibration isolators; Shaking table tests; Bearings; Friction Pendulum System['Chavez, J. W.', 'Fenves, G. L.']
Earthquake Analysis and Response of Concrete Gravity Dams Including Base Sliding.
National Science Foundation, Washington, DC., December 1993, 208 p.
Identifying Number(s): UCB/EERC-93/07
Keywords: ; Evaluation; Rocks; Estimates; Gravity dams; Sliding; Ground motion; Safety; Response; Displacement; Foundations; Case studies; Concrete dams; EarthquakesMoehle, J. P.
Preliminary Report on the Seismological and Engineering Aspects of the January 17, 1994 Northridge Earthquake.
National Science Foundation, Washington, DC., January 24, 1994, 90 p.
Identifying Number(s): UCB/EERC-94/01
Keywords: Sites; Seismic epicenter; Liquefaction; Land slides; Risk assessment; Damage assessment; Magnitude; Observation; Soils; Aftershocks; Instrumentation; San Francisco Bay region; Failure; Seismology; Ground motion; Earthquake engineering; Northridge earthquake; Maps; Earthquakes['Yanev, P. I.', 'Scawthorn, C. R.']
Hokkaido Nansei-oki, Japan Earthquake of July 12, 1993.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., December 23, 1993, 142 p.
Identifying Number(s): NCEER-93-0023
Keywords: Hokkaido; Liquefaction; Urban areas; Soil dynamics; Tsunamis; Soil-structure interactions; Damage assessment; Hokkaido Japan Earthquake; Aftershocks; Earthquake damage; Okushiri; Fires; Buildings; Seismic effects; Japan; Dynamic response; Ground motion; Ground subsidence; Structural response; Earthquakes['Krstelj, I.', 'Prevost, J. H.']
Development of an Earthquake Motion Simulator and Its Application in Dynamic Centrifuge Testing.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., October 23, 1993, 212 p.
Keywords: ; Geotechnical engineering; Centrifugal force; Mathematical models; Ground motion; Earthquake engineering; Simulation; Tests['King, 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 analysis['Rahnama, M.', 'Krawinkler, H.']
Effects of Soft Soil and Hysteresis Model on Seismic Demands.
National Science Foundation, Arlington, VA.; Kajima Corp., Tokyo (Japan)., July 1993, 249 p.
Keywords: ; Earthquake resistant structures; Mathematical models; Structural design; Dynamic response; Strain hardening; Earthquake engineering; Ground motion; Hysteresis; Displacement; Soil structure interactions; Stiffness; Nonlinear systems; Ductility; Soil mechanics; Structural analysis['Filippou, F. C.', "D'Ambrisi, A.", 'Issa, A.']
Nonlinear Static and Dynamic Analysis of Reinforced Concrete Subassemblages.
National Science Foundation, Arlington, VA.; Istituto Superiore di Ricerca sui Materiali Speciali, Terni (Italy).; Italian Dottorato di Ricerca Meccanica delle Strutture, Bologna (Italy)., August 1992, 198 p.
Identifying Number(s): UCB/EERC-92/08
Keywords: ; Girders; Earthquake resistant structures; Reinforced concrete; Dynamic response; Dynamic models; Earthquake engineering; Ground motion; Stress analysis; Stiffness; Displacement; Nonlinear systems; Reinforcement (Structures); Structural components; Structural analysis