NEHRP Clearinghouse
displaying 111 - 120 results in
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Whittaker, A. S.; Uang, C. M.; Bertero, V. V.
Experimental Study of the Behavior of Dual Steel Systems. U.S.-Japan Cooperative Earthquake Research Program.
National Science Foundation, Washington, DC., July 1990, 352 p.
Identifying Number(s): UCB/EERC-88/14
Keywords: ; Dynamic response; Earthquake damage; Steel structures; Earthquake resistant structures; Earthquake engineering; Models; Simulators; Structural vibration; Earthquakes; Structural steels; Stiffness; Strength; Structural members; Mathematical models; Structural analysis; Seismic wavesSeed, H. B.; Sun, J. I.
Implications of Site Effects in the Mexico City Earthquake of September 19, 1985 for Earthquake-Resistant Design Criteria in the San Francisco Bay Area of California.
National Science Foundation, Washington, DC., March 1989, 138 p.
Identifying Number(s): UCB/EERC-89/03
Keywords: Earthquake damage; Building codes; Earthquake resistant structures; Earthquake engineering; San Francisco (California); Soil profiles; Structural vibration; Earthquakes; Structural design; Soil-structure interactions; Earth movements; Design criteria; Mexico City Earthquake; Seismic wavesStraw, D. L.; Saiidi, M.; O'Connor, D. N.
Scale Model Testing of One-Way Reinforced Concrete Pier Hinges Subjected to Combined Axial Force, Shear and Flexure.
National Science Foundation, Washington, DC., March 1992, 47 p.
Identifying Number(s): CCEER-92-1
Keywords: ; Hinges; Dynamic response; Earthquake damage; Computer programs; Earthquake engineering; Reinforcing steels; Loads (Forces); Structural vibration; Reinforced concrete; Bridge piers; Shear properties; Structural members; Displacement; Model tests; Deformation; Cyclic loads; Seismic wavesAraya, R.; Der Kiureghian, A.
Seismic Hazard Analysis: Improved Models, Uncertainties and Sensitivities.
National Science Foundation, Washington, DC., March 1988, 167 p.
Identifying Number(s): UCB/EERC-90/11
Keywords: ; Earthquake damage; Hazards; Risk; Earthquake engineering; Probability theory; Estimation; Earth movements; Seismic events; Intensity; Mathematical models; Seismic wavesO'Rourke, T. D.; Hamada, M.
Case Studies of Liquefaction and Lifeline Performance during Past Earthquakes. Volume 2. United States Case Studies.
National Science Foundation, Washington, DC., February 17, 1992, 594 p.
Identifying Number(s): NCEER-92-0002
Keywords: Earthquake damage; San Francisco earthquake; Loma Prieta earthquake; Earthquake engineering; Case studies; Earthquakes; Soil dynamics; Imperial Valley earthquakes; Soil structure; Soil properties; Anchorage earthquake; Deformation; Earth movement; United States; San Fernando earthquake; LiquefactionHamada, M.; O'Rourke, T. D.
Proceedings from the Japan-U.S. Workshop (4th) on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction. Held in Honolulu, Hawaii on May 27-29, 1992. Volumes 1 and 2.
National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., August 12, 1992, 984 p.
Identifying Number(s): NCEER-92-0019
Keywords: ; Earthquake damage; Dynamic response; Soil liquefaction; Case studies; Meetings; Earthquakes; Foundations; Earthquake resistant structure; Earth movements; Soil mechanics; LiquefactionHe, L.; Priestley, M. J. N.
Seismic Behavior of Flanged Masonry Shear Walls. Final Report.
National Science Foundation, Washington, DC., November 1992, 295 p.
Identifying Number(s): REPT-4.1-2
Keywords: Dynamic response; Earthquake damage; Dynamic structural analysis; Flanged masonry walls; Reinforcement (Structures); Computer programs; Loads (Forces); Masonry; Earthquake engineering; Matrices (Mathematics); Mechanical properties; Flexural strength; Test facilities; Walls; Stiffness; Moments; Seismic effects; Strains; Mathematical models; Tables (Data); DuctilityO'Connor, D. N.; Saiidi, M.; Maragakis, E. A.
Effect of Hinge Restrainers on the Response of the Madrone Drive Undercrossing during the Loma Prieta Earthquake.
California State Dept. of Transportation, Sacramento.; National Science Foundation, Washington, DC.; Nevada Dept. of Transportation, Carson City., February 1993, 112 p.
Identifying Number(s): CCEER-92-9
Keywords: Earthquake damage; Bending; Dynamic response; Reinforcement (Structures); Earthquake engineering; Highway bridges; Earthquakes; Finite element method; Loma Prieta Earthquake; Stiffness; Moments; Displacement; Structural members; Computerized simulation; Deformation; Dynamic structural analysisTodd, D.; Bieniawski, A.
Performance of Federal Buildings in the January 17, 1994 Northridge Earthquake.
January 1995, 25 p.
Identifying Number(s): NISTIR-5574
Keywords: Earthquake damage; Dynamic structural analysis; Damage assessment; US DOC; US DOI; Southern Region (California); Structural vibration; US DOJ; US DOD; Department of Veterans Affairs; US GSA; Seismic effects; Structural response; US DOA; Federal buildings; NASA; US DOE; US Postal Service; Northridge Earthquake; Federal Bureau of Prisons; Structural damageReinhorn, A. M.; Roh, H.; Sivaselvan, M.; Kunnath, S. K.; Valles, R. E.; Madan, A.; Lobo, R.; Park, Y. J.
IDARC2D Version 7.0: A Program for the Inelastic Damage Analysis of Structures (MCEER-09-0006).
National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., July 28, 2009, 410 p.
Identifying Number(s): MCEER-09-0006
Keywords: ; Panels; Earthquake damage; Buildings; Computer programs; Connectors; Damage assessment; Structural vibration; Vibration damping; Walls; Seismic effects; Inelastic stress; Columns (Supports); Framed structures; Nonlinear systems; Beams (Structural); Dynamic structural analysis