NEHRP Clearinghouse
displaying 101 - 110 results in total 552
Yegian, M. K.; Whitman, R. V.
Elastic and Inelastic Response Analysis of Site-Influenced Ground Motion Records. Seismic Design Decision Analysis.
National Science Foundation, Washington, DC. Applied Science and Research Applications., April 1975, 35 p.
Identifying Number(s): INTERNAL STUDY-55
Keywords: Massachusetts; Soil classification; Earth movements; Elastic analysis; Dynamic response; Buildings; Earthquake engineering; Ground motion; Soil surveys; Soil properties; Earthquakes; Dynamic structural analysisAckroyd, M. H.; Hong, S. T.
Incident Losses: Identification and Evaluation Methods to be Employed. Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Applied Science and Research Applications., November 1972, 23 p.
Identifying Number(s): INTERNAL STUDY-21
Keywords: Seismic design; Damage assessment; Earthquake resistant structures; Economic factors; Buildings; Earthquake engineering; Eastern Region (United States); Losses; Design criteria; Earthquakes; Dynamic structural analysisWhitman, R. V.; Protonotarios, J. N.; Nelson, M. F.
Case Study of Dynamic Soil-Structure Interaction.
National Science Foundation, Washington, DC. Applied Science and Research Applications., October 1972, 27 p.
Identifying Number(s): ['T72-2', 'STRUCTURES PUB-350']
Keywords: Tall buildings; Damping; Field tests; Dynamic response; Buildings; Earthquake engineering; Resonant frequency; Soil dynamics; Soil structure interactions; Foundations; Earthquakes; Dynamic structural analysisWhitman, R. V.
Dynamic Soil-Structure Interaction.
National Science Foundation, Washington, DC. Applied Science and Research Applications., August 1972, 11 p.
Identifying Number(s): STRUCTURES PUB-351
Keywords: Elastic theory; Earthquake resistant structures; Tall buildings; Seismic waves; Caracas (Venezuela); Dynamic response; Earthquake engineering; Soil dynamics; Soil structure interactions; Foundations; Apartment buildings; Earthquakes; Dynamic structural analysisWhitman, 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: Seismic design; Damage assessment; Earthquake resistant structures; California; High rise buildings; San Fernando Earthquake; Questionnaires; Dynamic response; Buildings; Earthquake engineering; Los Angeles (California); Earthquakes; 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: One degree of freedom; Earthquake resistant structures; Reinforced concrete; Mechanical hysteresis; San Fernando Earthquake; Dynamic response; Buildings; Earthquake engineering; Ground motion; Concrete construction; Earthquakes; Dynamic structural analysisStanton, J. F.; McNiven, H. D.
The Development of a Mathematical Model to Predict the Flexural Response of Reinforced Concrete Beams to Cyclic Loads, Using System Identification.
National Science Foundation, Washington, DC., January 1979, 210 p.
Identifying Number(s): UCB/EERC-79/02
Keywords: Stress strain diagrams; Reinforced concrete; Beams (Supports); Algorithms; Mathematical models; Earthquake engineering; Computer programming; Stress analysis; Cyclic loads; Earthquakes; 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: Masonry; Buildings; Earthquake engineering; Shear tests; Cyclic loads; Piers; Loads (Forces); Earthquakes; Dynamic structural analysisChen, S. W. J.; Hidalgo, P. A.; Mayes, R. L.; Clough, R. W.; McNiven, H. D.
Cyclic Loading Tests of Masonry Single Piers. Volume 2: Height to Width Ratio of 1.
National Science Foundation, Washington, DC., December 1978, 188 p.
Identifying Number(s): UCB/EERC-78/28
Keywords: Masonry; Buildings; Earthquake engineering; Shear tests; Cyclic loads; Piers; Loads (Forces); Earthquakes; Dynamic structural analysisKaya, I.; McNiven, H. D.
Investigation of the Elastic Characteristics of a Three Story Steel Frame Using System Identification.
National Science Foundation, Washington, DC. Applied Science and Research Applications., November 1978, 117 p.
Identifying Number(s): UCB/EERC-78/24
Keywords: Framed structures; Stiffness methods; Mathematical models; Dynamic response; Buildings; Earthquake engineering; Systems identification; Ground motion; Computer programming; Dynamic structural analysis