NEHRP Clearinghouse
displaying 31 - 40 results in total 1394
Mayes, R. L.; Omote, Y.; Clough, R. W.
Cyclic Shear Tests of Masonry Piers. Volume I. Test Results.
National Science Foundation, Washington, D.C., May 1976, 108 p.
Identifying Number(s): EERC-76-8
Keywords: Masonry; Earthquake resistant structures; Shear walls; Construction materials; Buildings; Earthquake engineering; Building piers; Bearing stress; Shear tests; Cyclic loads; Piers; Reinforcement (Structures)ichatrapimuk, T.
Earthquake Response of Coupled Shear Wall Buildings.
National Science Foundation, Washington, D.C., November 1976, 140 p.
Identifying Number(s): EERC-76-27
Keywords: Shear walls; Earth movements; Walls; Shear stresses; Dynamic response; Ground motion; Earthquake engineering; Degrees of freedom; Theses; Deflection; Design criteria; EarthquakesValera, J. E.; Seed, H. B.; Tsai, C. F.; Lysmer, J.
Soil-Structure Interaction Effects at the Humboldt Bay Power Plant in the Ferndale Earthquake of June 7, 1975.
National Science Foundation, Washington, D.C., January 1977, 53 p.
Identifying Number(s): UCB/EERC-77/02
Keywords: Ferndale Earthquake; California; Earth movements; Finite element analysis; Ground motion; Earthquake engineering; Nuclear reactor safety; Humbolt Bay Nuclear Power Plant; Nuclear power plants; Soil dynamics; Soil structure interactions; EarthquakesKlingner, R. E.; Bertero, V. V.
Infilled Frames in Earthquake-Resistant Construction.
National Science Foundation, Washington, D.C., December 1976, 292 p.
Identifying Number(s): EERC-76-32
Keywords: ANSRI computer program; Grout; Earthquake resistant structures; Reinforced concrete; Framed structures; Columns (Supports); Computer programs; Earthquake engineering; Shear stress; Cyclic loads; Infilled frames; Concrete constructionWang, T. Y.; Bertero, V. V.; Popov, E. P.
Hysteretic Behavior of Reinforced Concrete Framed Walls.
National Science Foundation, Washington, D.C., December 1975, 398 p.
Identifying Number(s): EERC-75-23
Keywords: Reinforced concrete; Mechanical hysteresis; Earth movements; Walls; Dynamic response; Buildings; Earthquake engineering; Ground motion; Loads (Forces); Earthquakes; Dynamic structural analysisBresler, B.; Okada, T.; Zisling, D.; Bertero, V. V.
Developing Methodologies for Evaluating the Earthquake Safety of Existing Buildings.
National Science Foundation, Washington, D.C. Research Applied to National Needs., February 1977, 155 p.
Identifying Number(s): UCB/EERC-77/06
Keywords: Reinforced concrete; Risk analysis; School buildings; Seismic risk; Construction; Construction materials; Buildings; Earthquake engineering; Safety; Design criteria; EarthquakesLearning from Earthquakes. 1977 Planning and Field Guides.
National Science Foundation, Washington, D.C. Research Applied to National Needs., January 1977, 221 p.
Keywords: Regional planning; Earthquake resistant structures; Field guides; Risk analysis; Investigations; Seismic risk; Buildings; Earthquake engineering; Hazards; Soil dynamics; Dynamic structural analysisShoja-Taheri, J.
Seismological Studies of Strong Motion Records.
National Science Foundation, Washington, D.C., January 1977, 213 p.
Identifying Number(s): UCB/EERC-77/04
Keywords: Seismograms; Statistical analysis; California; Seismic risk; Earth movements; Time dependence; Ground motion; Earthquake engineering; Elastic waves; Frequency distribution; EarthquakesMayes, R. L.; Omote, Y.; Chen, S. W.; Clough, R. W.
Expected Performance of Uniform Building Code Designed Masonry Structures.
National Science Foundation, Washington, D.C., September 1976, 93 p.
Identifying Number(s): EERC-76-7
Keywords: Seismic design; Shear stresses; Buildings; Earthquake engineering; Building codes; Design criteria; Earthquakes; Structural analysisDaly, W.; Judd, W.; Meade, R.
Evaluation of Seismicity at U.S. Reservoirs.
National Science Foundation, Washington, D.C. Research Applied to National Needs., May 1977, 31 p.
Keywords: Reservoir engineering; Earth movements; Reservoirs; Earthquake engineering; Ground motion; Site surveys; Pore pressure; Dams; Earthquakes; Geological faults