NEHRP Clearinghouse
displaying 131 - 140 results in total 552
Hidalgo, P. A.; Mayes, R. L.; McNiven, H. D.; Clough, R. W.
Cyclic Loading Tests of Masonry Single Piers. Volume 3. Height to Width Ratio of 0.5.
National Science Foundation, Washington, DC., May 1979, 154 p.
Identifying Number(s): UCB/EERC-79/12
Keywords: Masonry; Seismic design; Supports; Buildings; Earthquake engineering; Shear tests; Cyclic loads; Piers; Loads (Forces); Earthquakes; Dynamic structural analysisViwathanatepa, S.; Popov, E. P.; Bertero, V. V.
Seismic Behavior of Reinforced Concrete Interior Beam-Column Subassemblages.
National Science Foundation, Washington, DC., June 1979, 201 p.
Identifying Number(s): UCB/EERC-79/14
Keywords: Seismic design; Earthquake resistant structures; Reinforced concrete; Beams (Supports); Columns (Supports); Buildings; Earthquake engineering; Cyclic loads; Earthquakes; Dynamic structural analysisKelly, J. M.; Sackman, J. L.
Conservatism in Summation Rules for Closely Spaced Modes.
May 1979, 35 p.
Identifying Number(s): UCB/EERC-79/11
Keywords: Oscillation modes; Vibration; Spectral response; Dynamic response; Nuclear reactor safety; Earthquakes; Dynamic structural analysisRecommendations for a U.S.-Japan Cooperative Research Program Utilizing Large-Scale Testing Facilities.
National Science Foundation, Washington, DC., September 1979, 125 p.
Identifying Number(s): UCB/EERC-79/26
Keywords: Steel construction; Wind effects; Earthquake resistant structures; Reinforced concrete; Mechanical tests; Test facilities; Construction materials; United States; Foreign technology; Buildings; Earthquake engineering; Meetings; Japan; Concrete construction; Earthquakes; Dynamic structural analysisMark, K. M. S.
Nonlinear Dynamic Response of Reinforced Concrete Frames.
National Science Foundation, Washington, DC. Engineering and Applied Science., August 1976, 268 p.
Identifying Number(s): R76-38
Keywords: Nonlinear analysis; Stress strain diagrams; Earthquake resistant structures; Framed structures; Reinforced concrete; Static loads; Dynamic response; Buildings; Earthquake engineering; Theses; Earthquakes; Dynamic structural analysisParnes, R.; Weidlinger, P.
Dynamic Response of an Embedded Pipe Subjected to Periodically Spaced Longitudinal Forces.
National Science Foundation, Washington, DC. Engineering and Applied Science., August 1979, 34 p.
Keywords: Earthquake resistant structures; Buried pipelines; Subsurface structures; Dynamic response; Ground motion; Earthquake engineering; Soil structure interactions; Pipelines; Earthquakes; Dynamic structural analysisBiggs, J. M.; Lau, W. K.; Persinko, D.
Aseismic Design Procedures for Reinforced Concrete Frames. Seismic Behavior and Design of Buildings, Report No. 1.
National Science Foundation, Washington, DC. Engineering and Applied Science., July 1979, 90 p.
Identifying Number(s): R79-21
Keywords: Seismic design; Earthquake resistant structures; Framed structures; Reinforced concrete; Seismic waves; Earth movements; Dynamic response; Buildings; Earthquake engineering; Ground-motion; Earthquakes; Dynamic structural analysisHong, S. T.; Whitman, R. V.
Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas. Ductility Requirements of Multidegree Freedom Systems.
National Science Foundation, Washington, DC. Engineering and Applied Science., June 1973, 39 p.
Identifying Number(s): INTERNAL STUDY-35
Keywords: Earthquake resistant structures; Tall buildings; Steel structures; Computer applications; Buildings; Earthquake engineering; Ground motion; Concrete structures; Graphic methods; Degrees of freedom; Stress analysis; Ductility tests; Time series analysis; Dynamic structural analysisParnes, R.
Static Analysis of an Embedded Pipe Subjected to Periodically Spaced Longitudinal Forces.
National Science Foundation, Washington, DC. Engineering and Applied Science., August 1979, 23 p.
Keywords: Earthquake resistant structures; Static loads; Buried pipelines; Subsurface structures; Dynamic response; Ground motion; Earthquake engineering; Soil structure interactions; Static structural analysis; Pipelines; Earthquakes; Dynamic structural analysisAckroyd, M.
Scenarios of Buildings in Given Earthquake Damage States, Revision 1. Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., February 6, 1973, 20 p.
Identifying Number(s): INTERNAL STUDY-29
Keywords: Damage assessment; California; Scenarios; Dynamic response; Buildings; Earthquake engineering; Destruction; Accidents; Los Angeles (California); Injuries; Earthquakes; Dynamic structural analysis