NEHRP Clearinghouse
displaying 601 - 610 results in total 2187
Lybas, J. M.; Sozen, M. A.
Effect of Beam Strength and Stiffness on Dynamic Behavior of Reinforced Concrete Coupled Walls. Volume 1: Text.
National Science Foundation, Washington, D.C. Research Applied to National Needs., July 1977, 256 p.
Identifying Number(s): ['STRUCTURAL RESEARCH SER-444-VOL-1', 'UILU-ENG-77-2016-VOL-1']
Keywords: Earthquake resistant structures; Reinforced concrete; Seismic loads; Seismic waves; Walls; Ground motion; Earthquake engineering; Computer programming; Loads (Forces); Concrete construction; EarthquakesLybas, J. M.; Sozen, M. A.
Effect of Beam Strength and Stiffness on Dynamic Behavior of Reinforced Concrete Coupled Walls. Volume 2: Tables and Figures.
National Science Foundation, Washington, D.C. Research Applied to National Needs., July 1977, 340 p.
Identifying Number(s): ['STRUCTURAL RESEARCH SER-444-VOL-2', 'UILU-ENG-77-2016-VOL-2']
Keywords: Earthquake resistant structures; Reinforced concrete; Seismic loads; Seismic waves; Walls; Ground motion; Earthquake engineering; Computer programming; Loads (Forces); Concrete construction; EarthquakesFattal, S. G.
Effect of Critical Parameters on the Behavior of Partially-Grouted Masonry Shear Walls under Lateral Loads.
June 1993, 50 p.
Identifying Number(s): NISTIR-5116
Keywords: ; Masonry; Seismic design; Research management; Walls; Design standards; Earthquake engineering; Shear stress; Ultimate strength; Loads (Forces); Building codes; Lateral pressureMakris, N.; Chang, S. P.
Effect of Damping Mechanisms on the Response of Seismically Isolated Structures.
National Science Foundation, Arlington, VA.; California State Dept. of Transportation, Sacramento. Div. of Structures., November 1998, 78 p.
Identifying Number(s): PEER-1998/06
Keywords: ; Damping; Mathematical models; Earthquake engineering; Vibration damping; Displacement; Vibration isolatorsSehayek, S.
Effect of Ductility on Response Spectra for Elasto-Plastic Systems.
National Science Foundation, Washington, DC. Engineering and Applied Science., September 1976, 96 p.
Identifying Number(s): R76-42
Keywords: Earthquake resistant structures; Structural design; Dynamic response; Buildings; Earthquake engineering; Elastic properties; Earthquakes; Dynamic structural analysisKung, S. Y.; Pecknold, D. A.
Effect of Ground Motion Characteristics on the Seismic Response of Torsionally Coupled Elastic Systems.
National Science Foundation, Washington, DC., June 1982, 340 p.
Identifying Number(s): ['UILU-ENG-82-2009', 'STRUCTURAL RESEARCH SER-500']
Keywords: Bridges (Structures); Earthquake resistant structures; Algorithms; Mathematical models; Dynamic response; Ground motion; Earthquake engineering; Buildings; Soil structure interactions; Dynamic structural analysisO'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: Finite element method; Moments; Loma Prieta Earthquake; Deformation; Computerized simulation; Earthquake damage; Dynamic response; Bending; Earthquake engineering; Highway bridges; Stiffness; Displacement; Reinforcement (Structures); Structural members; Earthquakes; Dynamic structural analysisLin, J.; Mahin, S. A.
Effect of Inelastic Behavior on the Analysis and Design of Earthquake Resistant Structures.
National Science Foundation, Washington, DC., June 1985, 164 p.
Identifying Number(s): UCB/EERC-85/08
Keywords: Evaluation; Earthquake resistant structures; Viscosity; Design; Damage; Damping; Ground motion; Earthquake engineering; Elastic propertiesNelson, I.; Weidlinger, P.; Baron, M. L.
Effect of Local Inhomogeneity on the Dynamic Response of Pipelines.
National Science Foundation, Washington, DC. Engineering and Applied Science., October 1979, 106 p.
Keywords: Seismic waves; Earth movements; Dynamic response; Ground motion; Earthquake engineering; Soil dynamics; Pipelines; EarthquakesSeed, H. B.; Pyke, R.; Martin, G. R.
Effect of Multi-Directional Shaking on Liquefaction of Sands.
National Science Foundation, Washington, D.C., December 1975, 47 p.
Identifying Number(s): EERC-75-41
Keywords: Shear stresses; Triaxial tests; Earthquake engineering; Liquefaction; Shaking; Liquefaction (Soils); Cyclic loads; Sands; Earthquakes