NEHRP Clearinghouse
displaying 571 - 580 results in
total 1137
Henke, W. K.
In situ Testing Procedure for Obtaining Dynamic and Cyclic Properties.
National Science Foundation, Washington, DC. Div. of Industrial Science and Technological Innovation., July 1985, 247 p.
Keywords: ; Shear tests; Earthquakes; Shear properties; Soil tests; Soil properties; Soil dynamics; Soil mechanics; Structural analysisToomey, D. R.
Tectonics and Three-Dimensional Structure of Spreading Centers: Microearthquake Studies and Tomographic Inversions.
National Science Foundation, Washington, DC.; Office of Naval Research, Arlington, VA., September 1987, 214 p.
Identifying Number(s): WHOI-87-35
Keywords: Global; Theses; Physical properties; Earthquakes; Rift; Accretion; Morphology; Tomographic inversion; Tectonics; Travel time; Microearthquakes; Mid-Atlantic RidgeEvans, M. D.; Seed, H. B.
Undrained Cyclic Triaxial Testing of Gravels - The Effect of Membrane Compliance.
National Science Foundation, Washington, DC., July 1987, 437 p.
Identifying Number(s): UCB/EERC-87/08
Keywords: ; Gravel; Penetration; Tests; Membranes; Pore pressure; Earthquakes; Thickness; Mechanical properties; Triaxial tests; Hydrostatic tests; Consolidation; Cyclic loads; Modulus of elasticityWiggins, J. H.
Fire Ignitions from the Whittier Narrows Earthquake of October 1, 1987.
National Science Foundation, Washington, DC. Directorate for Engineering., November 8, 1988, 63 p.
Identifying Number(s): REPT-2020.1
Keywords: Conflagration; Graphs (Charts); Earthquakes; Sources; Ignition; Forecasting; Intensity; California; Mathematical models; Los Angeles County (California); Fires; Statistical data; Whittier (California)Vargas-Loli, L. M.; Fenves, G.
Nonlinear Earthquake Response of Concrete Gravity Dams.
National Science Foundation, Washington, DC. Directorate for Engineering., December 1987, 229 p.
Keywords: ; Dynamic response; Gravity dams; Tensile properties; Cracking (Fracturing); Stress analysis; Graphs (Charts); Earthquakes; Cavitation; Concrete dams; Structural analysis; Nonlinear systems; DisplacementsGeis, D. E.; Smith, K. N.
Architectural and Urban Design Lessons from the 1985 Mexico City Earthquake: The Mexican Perspective.
National Science Foundation, Washington, DC. Directorate for Engineering., June 1988, 413 p.
Keywords: Urban planning; Buildings; Damage assessment; Earthquakes; Structural design; Lesson learned; Photographs; Construction; Architecture; Mexico City (Mexico)El-Aidi, B.
Nonlinear Earthquake Response of Concrete Gravity Dam Systems.
National Science Foundation, Washington, DC., August 21, 1988, 202 p.
Identifying Number(s): EERL-88-02
Keywords: ; Gravity dams; Response; Cracking (Fracturing); Viscoelasticity; Earthquakes; Cavitation; Rigid foundations; Tensile stress; Displacement; Concrete structures; Mathematical modelsWhitman, R. V.; Hong, S. T.; Reed, J. W.
Damage Statistics for High-Rise Buildings in the Vicinity of the San Fernando Earthquake. Optimum Seismic Protection and Building Damage Statistics, Report No. 7.
National Science Foundation, Washington, DC. Applied Science and Research Applications., April 1973, 207 p.
Identifying Number(s): ['STRUCTURES PUB-363', 'R73-24']
Keywords: Dynamic response; Los Angeles (California); Buildings; Damage assessment; Earthquake engineering; High rise buildings; Earthquake resistant structures; Seismic design; Earthquakes; San Fernando Earthquake; California; Questionnaires; Dynamic structural analysisIemura, H.; Jennings, P. C.
Hysteretic Response of a Nine-Story Reinforced Concrete Building During the San Fernando Earthquake.
National Science Foundation, Washington, DC. Applied Science and Research Applications., October 1973, 60 p.
Identifying Number(s): EERL-73-07
Keywords: Dynamic response; Ground motion; One degree of freedom; Buildings; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; Earthquakes; Reinforced concrete; San Fernando Earthquake; Concrete construction; Dynamic structural analysisHidalgo, P. A.; Mayes, R. L.; McNiven, H. D.; Clough, R. W.
Cyclic Loading Tests of Masonry Single Piers. Volume 1: Height to Width Ratio of 2.
National Science Foundation, Washington, DC., November 1978, 142 p.
Identifying Number(s): UCB/EERC-78/27
Keywords: Shear tests; Buildings; Earthquake engineering; Loads (Forces); Masonry; Earthquakes; Piers; Cyclic loads; Dynamic structural analysis