NEHRP Clearinghouse
displaying 1 - 7 results in total 7
Isenberg, J.
The Role of Corrosion in the Seismic Performance of Buried Steel Pipelines in Three United States Earthquakes.
National Science Foundation, Washington, D.C. Applied Science and Research Applications., June 1978, 85 p.
Keywords: Puget Sound; Damage; Earth movements; Corrosion; Steels; Santa Rosa Earthquake; San Fernando Earthquake; Subsurface structures; Earthquake resistant structures; Corrosion prevention; California; Metal pipe; Water pipelines; Leakage; Piping systems; Underground corrosion; Steel construction; Ground motion; Earthquake engineering; Washington (State); Pipelines; EarthquakesBeck, J. L.
Determining Models of Structures from Earthquake Records.
National Science Foundation, Washington, DC., June 1978, 310 p.
Identifying Number(s): EERL-78-01
Keywords: Earthquake resistant structures; Seismic waves; San Fernando Earthquake; Earth movements; Data acquisition; Dynamic response; Ground motion; Earthquake engineering; Systems identification; Buildings; Theses; EarthquakesCzarnecki, R. M.
Earthquake Damage to Tall Buildings. Optimum Seismic Protection and Building Damage Statistics, Report No. 5.
National Science Foundation, Washington, DC. Applied Science and Research Applications., January 1973, 128 p.
Identifying Number(s): ['STRUCTURES PUB-359', 'R73-8']
Keywords: Seismic design; Earthquake resistant structures; Tall buildings; Damage assessment; California; San Fernando Earthquake; Mathematical models; Structural design; Dynamic response; Buildings; Earthquake engineeringWhitman, 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 analysisIsbell, J.; Hong, S. T.; Whitman, R. V.
Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas. Elastic Response of Multidegree Systems Under Earthquake Loading.
National Science Foundation, Washington, DC. Engineering and Applied Science., June 20, 1973, 42 p.
Identifying Number(s): INTERNAL STUDY-34
Keywords: Seismic design; Earthquake resistant structures; Tall buildings; San Fernando Earthquake; Elastic analysis; Dynamic response; Buildings; Earthquake engineering; Frequency response; Graphic methods; Random vibrations; Time series analysis; EarthquakesWhitman, R. V.; Hong, S. T.
Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas. Data for Analysis of Damage to High Rise Buildings in Los Angeles.
National Science Foundation, Washington, DC. Engineering and Applied Science., March 1973, 10 p.
Identifying Number(s): INTERNAL STUDY-32
Keywords: Cost analysis; Damage assessment; Tall buildings; California; San Fernando Earthquake; Maps; Buildings; Earthquake engineering; Assessed values; Los Angeles (California); Assessments; Earthquakes; Replacement costs