NEHRP Clearinghouse
displaying 151 - 160 results in
total 1394
Management Needs Summary: Seismic Design for Police and Fire Stations.
National Science Foundation, Washington, DC. Engineering and Applied Science., January 1978, 15 p.
Identifying Number(s): PTI-78-1005
Keywords: Building codes; Earthquake resistant structures; Earthquake engineering; Public buildings; Police; Seismic design; Structural design; Fire stations; Fire departments; Technology assessment; Design criteria; Management planning; Police stationsWhitman, R. V.
Contributions to the Fifth World Conference on Earthquake Engineering to be Held June 25-29, 1973 in Rome, Italy.
National Science Foundation, Washington, DC. Engineering and Applied Science., January 1973, 78 p.
Identifying Number(s): ['STRUCTURES PUB-360', 'P73-1']
Keywords: Seismic risk; Dynamic structural analysis; Dynamic response; Earthquake engineering; Earthquake resistant structures; Meetings; Seismic design; Earthquakes; Linear systems; Nonlinear systems; Seismic wavesHidalgo, 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: Shear tests; Buildings; Supports; Earthquake engineering; Loads (Forces); Masonry; Seismic design; Earthquakes; Piers; Cyclic loads; 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: Buildings; Earthquake engineering; Beams (Supports); Earthquake resistant structures; Seismic design; Earthquakes; Reinforced concrete; Columns (Supports); Cyclic loads; 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: Ground motion; Buildings; Time series analysis; Earthquake engineering; Earthquake resistant structures; Stress analysis; Ductility tests; Steel structures; Computer applications; Degrees of freedom; Graphic methods; Concrete structures; Tall buildings; 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: Dynamic response; Ground motion; Static loads; Earthquake engineering; Earthquake resistant structures; Pipelines; Earthquakes; Soil structure interactions; Buried pipelines; Static structural analysis; Subsurface structures; Dynamic structural analysisWhitman, R. V.; Christian, J. T.; Trudeau, P. J.
Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas. Ground Motions Measured by VM-1.
National Science Foundation, Washington, DC. Engineering and Applied Science., September 1972, 22 p.
Identifying Number(s): INTERNAL STUDY-17
Keywords: Ground motion; Earthquake engineering; Boston (Massachusetts); Earth movements; Massachusetts; Vibration tests; Seismic wavesWojcik, G. L.
Resonance Zones on the Surface of a Dipping Layer Due to Plane SH Seismic Input.
National Science Foundation, Washington, DC. Engineering and Applied Science., January 1979, 99 p.
Keywords: Dynamic response; Ground motion; Earthquake engineering; Love waves; Earthquakes; Plane waves; Time domain; Earth movements; Frequency domain; Mathematical models; Seismic wavesAnagnostopoulos, S.; Roesset, J. M.
Description and User's Manual of the Inelastic Dynamic Analysis Program. Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., September 1972, 24 p.
Identifying Number(s): INTERNAL STUDY-16
Keywords: Computer programming; Dynamic response; Elastic properties; Earthquake resistant structures; Earthquake engineering; Seismic design; Earthquakes; Fortran; Fortran 4 programming language; IBM-370/165 computers; Dynamic structural analysisAnagnostopoulos, S. A.
Damage Prediction of Three Types of Buildings Based on Dynamic Analysis, Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., October 1972, 23 p.
Identifying Number(s): INTERNAL STUDY-20
Keywords: Buildings; Damage assessment; Earthquake engineering; Earthquake resistant structures; Seismic design; Design standards; Predictions; Tall buildings; Dynamic structural analysis