NEHRP Clearinghouse
displaying 2061 - 2070 results in total 2187
Moazzami, S.; Bertero, V. V.
Three-Dimensional Inelastic Analysis of Reinforced Concrete Frame-Wall Structures.
National Science Foundation, Washington, DC., May 1987, 163 p.
Identifying Number(s): UCB/EERC-87/05
Keywords: ; Cracking (Fracturing); Reinforced concrete; Framed structures; Walls; Model tests; Finite element analysis; Buildings; Earthquake engineeringWerner, S. D.; Lee, L. C.
Three-Dimensional Response of a Bridge Structure Subjected to Traveling Rayleigh Waves, SV-Waves, and P-Waves.
National Science Foundation, Washington, DC. Engineering and Applied Science., May 1980, 208 p.
Identifying Number(s): AA-R-7911-5008
Keywords: Bridges (Structures); Seismic waves; Mathematical models; Dynamic response; CAST-1 computer program; Computer programming; Soil structure interactions; Earthquakes; Dynamic structural analysisKubo, T.; Penzien, J.
Time and Frequency Domain Analyses of Three Dimensional Ground Motions San Fernando Earthquake.
National Science Foundation, Washington, D.C., March 1976, 237 p.
Identifying Number(s): EERC-76-6
Keywords: Random processes; California; Computer programs; Earth movements; San Fernando earthquake; Earthquake engineering; Ground motion; Frequencies; Time; Domains; Earthquakes; AccelerogramsLienkaemper, J. J.; Schwartz, D. P.; Kelson, K. I.; Lettis, W. R.; Simpson, G. D.
Timing of Paleoearthquakes on the Northern Hayward Fault: Preliminary Evidence in El Cerrito, California.
January 1999, 40 p.
Identifying Number(s): USGS-OFR-99-318
Keywords: ; Methodology; Faults (Geologic); Schematic diagrams; Open-file report; Paleo-earthquakes; Tables (Data); Paleoecology; El Cerrito (California); Paleoseismology; Hayward fault (California); EarthquakesTomographic Assessment Techniques for Earthquake Engineering.
National Science Foundation, Washington, DC., March 1982, 61 p.
Keywords: Evaluation; Reinforced concrete; Walls; Earthquake engineering; Nondestructive tests; Tomography; Tests; Highways; Earthquakes; Dynamic structural analysisAllen, T. I.; Wald, D. J.
Topographic Slope as a Proxy for Seismic Site-Conditions (V(sub s)(sup 30)) and Amplification Around the Globe.
January 2007, 76 p.
Identifying Number(s): USGS/OFR-2007-1357
Keywords: Dramatic effects; Global Earthquakes; Ground shaking; Prompt Assessment of Global Earthquakes for Response (PAGER); Seismic site conditions; Surficial geology; Built environment; Alert system; Local communitiesLu, S.; Hall, W. J.
Torsional Effects in Structures Subjected to Strong Ground Motion.
National Science Foundation, Washington, DC., April 1990, 201 p.
Identifying Number(s): UILU-ENG-89-2006
Keywords: Earthquake resistant structures; Framed structures; Torsion; Whittier Narrows Earthquake; Mathematical models; Dynamic response; Buildings; Earthquake engineering; Theses; Structural analysisMiles, S. B.
Towards Policy Relevant Environmental Modeling: Contextual Validity and Pragmatic Models.
January 2000, 24 p.
Identifying Number(s): USGS/OFR-00-401
Keywords: ; Emperical observations; Environmental modeling; Decision-making; Contextual validity; Relevancy; Policy; Model validation; Pragmatism; Comparisons; ModelingSause, R.; Bertero, V. V.
Transducer for Measuring the Internal Forces in the Columns of a Frame-Wall Reinforced Concrete Structure.
National Science Foundation, Washington, DC., May 1983, 112 p.
Identifying Number(s): UCB/EERC-83/05
Keywords: Measuring instruments; Dynamic loads; Reinforced concrete; Framed structures; Static loads; Walls; Transducers; Dynamic response; Ground motion; Earthquake engineering; Calibration; EarthquakesTransverse Response of Clay Masonry Walls Subjected to Strong Motion Earthquakes.
National Science Foundation, Washington, DC., April 1991, 993 p.
Keywords: