NEHRP Clearinghouse

displaying 1 - 7 results in total 7

• Hong, S. T.; Reed, J. W.
  Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas. 1965 Puget Sound, Washington, Earthquake Tall Building Damage Review.
  National Science Foundation, Washington, DC. Applied Science and Research Applications., December 1972, 18 p.
  Identifying Number(s): INTERNAL STUDY-23
  Keywords: Seismic design; Earthquake resistant structures; Tall buildings; Damage assessment; Takoma (Washington); Earthquake engineering; Seattle (Washington); Buildings; Olympia (Washington); Washington (State); Building codes; Dynamic structural analysis

• Hong, S. T.; Reed, J. W.
  Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas. 1957 San Francisco Earthquake Tall Building Damage Review.
  National Science Foundation, Washington, DC. Applied Science and Research Applications., December 1972, 8 p.
  Identifying Number(s): INTERNAL STUDY-22
  Keywords: Damage assessment; Earthquake resistant structures; Tall buildings; California; Buildings; Earthquake engineering; San Francisco (California); Dynamic structural analysis

• Ackroyd, 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 analysis

• Whitman, 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 analysis

• Isbell, 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; Earthquakes

• Whitman, 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

• Hong, 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 analysis