NEHRP Clearinghouse
displaying 431 - 440 results in
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HoLung, J. A.
Effects of Protective Cushion and Soil Compliancy on the Response of Equipment within a Seismically Excited Building.
National Science Foundation, Washington, DC., February 16, 1989, 74 p.
Identifying Number(s): NCEER-89-0001
Keywords: Soil compliancy; Buildings; Earthquake engineering; Equipment; Viscoelasticity; Random processes; Soil structure interactions; Cushions; Secondary systems; Protectors; Seismic effectsWhitman, 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 analysisAziz, T. S.
Inelastic Dynamic Analysis of Building Frames.
National Science Foundation, Washington, DC. Applied Science and Research Applications., August 1976, 230 p.
Identifying Number(s): R76-37
Keywords: Dynamic response; Ground motion; Buildings; Elastic properties; Earthquake engineering; Theses; Mechanical hysteresis; Earthquakes; Soil structure interactions; Nonlinear analysis; Dynamic loads; Framed structures; Dynamic structural analysisForzani, B.; Popov, E. P.; Bertero, V. V.
Hysteretic Behavior of Lightweight Reinforced Concrete Beam-Column Subassemblages.
National Science Foundation, Washington, DC., April 1979, 110 p.
Identifying Number(s): UCB/EERC-79/01
Keywords: Buildings; Earthquake engineering; Beams (Supports); Earthquakes; Lightweight aggregate concretes; Reinforced concrete; Concrete construction; Columns (Supports); Construction joints; Cyclic loads; Dynamic structural analysisHidalgo, 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 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