NEHRP Clearinghouse
displaying 741 - 750 results in
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Panoussis, G.
Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas. Seismic Risk Analysis of Simple Series Systems.
National Science Foundation, Washington, DC. Engineering and Applied Science., May 1974, 21 p.
Identifying Number(s): INTERNAL STUDY-41
Keywords: Buildings; Computer programs; Earthquake engineering; Risk analysis; Earthquakes; Random processes; Probability theory; Earth movements; Geological faults; Seismic riskAckroyd, M. H.
Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas. Incident Losses: Information Obtained from Los Angeles Field Trip, 14 January to 23 January, 1973.
National Science Foundation, Washington, DC. Engineering and Applied Science., February 1973, 31 p.
Identifying Number(s): INTERNAL STUDY-30
Keywords: Dynamic response; Los Angeles (California); Buildings; Damage assessment; Earthquake engineering; Public buildings; Earthquakes; Human behavior; Residential buildings; California; Tall buildings; QuestionnairesPanoussis, G.
Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas. Network Reliability.
National Science Foundation, Washington, DC. Engineering and Applied Science., June 1974, 13 p.
Identifying Number(s): INTERNAL STUDY-42
Keywords: Buildings; Earthquake engineering; Network analysis theory; Risk analysis; Earthquakes; Probability theory; Combinatorial analysis; Survival; Algorithms; Seismic riskVanmarcke, E. H.; Chow, D. Y. H.
Evaluation of Expected Losses and Total Present Cost: Further Preliminary Sensitivity Analyses. Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., October 1972, 18 p.
Identifying Number(s): INTERNAL STUDY-19
Keywords: Sensitivity analysis; Risk; Damage assessment; Earthquake engineering; Boston (Massachusetts); Earthquake resistant structures; Seismic design; Earthquakes; Probability theory; Massachusetts; Cost analysis; Seismic riskStrong Ground Motion. Proceedings of the National Science Foundation Seminar Workshop Held at Rancho Santa Fe, California on February, 1978.
National Science Foundation, Washington, DC. Engineering and Applied Science., January 1979, 108 p.
Keywords: Dynamic structural analysis; Dynamic response; Ground motion; Earthquake engineering; Earthquake resistant structures; Meetings; Earthquakes; Soil structure interactions; Earth movements; Seismology; Seismic wavesWhitman, R. V.; Vanmarcke, E. H.; Reed, J. W.; Kausel, E. B.
Alaskan Earthquake (1964) Tall Building Damage Review, Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., July 1972, 11 p.
Identifying Number(s): INTERNAL STUDY-11
Keywords: Ground motion; Buildings; Damage assessment; Earthquake engineering; Earthquake resistant structures; Seismic design; Earthquakes; Anchorage (Alaska); Probability theory; Earth movements; Alaska; Tall buildingsAckroyd, M. H.
Preliminary Dollar Estimates of Incident Losses, Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., April 1973, 20 p.
Identifying Number(s): INTERNAL STUDY-36
Keywords: Buildings; Damage assessment; Earthquake engineering; Boston (Massachusetts); Earthquake resistant structures; Seismic design; Earthquakes; Construction costs; Cost estimates; Massachusetts; Casualties; Tall buildings; Cost analysis; Seismic riskAckroyd, M. H.; Whitman, R. V.
A Review of Recent Mathematical Models Made on Actual Buildings and the Accuracy of the Predicted Periods, Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas.
National Science Foundation, Washington, DC. Engineering and Applied Science., May 1973, 49 p.
Identifying Number(s): INTERNAL STUDY-33
Keywords: Ground motion; Buildings; Earthquake engineering; Earthquake resistant structures; Vibration; Steel construction; Mathematical models; Concrete structures; Framed structures; Seismic wavesWhitman, R. V.
Risk-Based Seismic Design Criteria for Lifelines, Seismic Design Decision Analysis.
National Science Foundation, Washington, DC. Engineering and Applied Science., November 1973, 34 p.
Identifying Number(s): INTERNAL STUDY-37
Keywords: Buildings; Risk; Earthquake engineering; Earthquake resistant structures; Risk analysis; Seismic design; Earthquakes; Structural design; Benefit cost analysis; Decision theory; Seismic riskGoel, S. C.; Hanson, R. D.
Inelastic Hysteresis Behavior of Steel Bracing Members and Seismic Behavior of Braced Frames.
National Science Foundation, Washington, DC. Engineering and Applied Science., September 1977, 12 p.
Keywords: Dynamic response; Steel structures; Earthquake engineering; Earthquake resistant structures; Mechanical hysteresis; DRAIN-2D computer program; Framed structures; Dynamic structural analysis