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Agrawal, A. K.; Yang, J. N.
Optimal Polynomial Control of Linear and Nonlinear Structures.
National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., December 11, 1995, 106 p.
Identifying Number(s): NCEER-95-0019
Keywords: ; Dynamic response; Optimal control; Buildings; Vibration isolators; Earthquake engineering; Seismic waves; Hysteresis; Polynomials; Structural response; Active control; Linear systems; Nonlinear systems; Control systems; Seismic isolation; Structural dynamicsBenjamin, J. R.; Webster, F. A.
Optimal Reliability of Lifeline Levee Systems Under Multiple Natural Hazards.
National Science Foundation, Washington, DC., August 1, 1984, 138 p.
Identifying Number(s): JBA-109-030-H-01
Keywords: ; Failure; Hazards; Water flow; Graphs (Charts); Earthquakes; Levels; Probability theory; Subsidence; Bursting; Landslides; Stability; Flooding; Mathematical models; Flood control; Shear strength; Drawdown; DisastersCheng, F. Y.; Juang, D. S.
Optimum Design of Braced and Unbraced Frames for Static, Seismic, and Wind Forces with UBC, ATC-3, and TJ-11.
National Science Foundation, Washington, DC., December 1985, 379 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-85-10
Keywords: Building codes; Steel structures; Earthquake engineering; Static loads; ODSEWS-2D-II computer program; Seismic design; Frames; Wind loads; BracingCheng, F. Y.; ifuengfung, D.; Sheng, L. H.
Optimum Design of Static, Earthquake, and Wind Steel Structures (ODSEWS-2D).
National Science Foundation, Washington, DC. Div. of Problem-Focused Research Applications., January 1981, 314 p.
Identifying Number(s): CIVIL ENGINEERING STUDY-81-10
Keywords: Buildings; Steel structures; Earthquake engineering; Static loads; Building codes; IBM 370/168 computers; Seismic design; Earthquakes; Computer programs; ODSEWS computer program; Gust loads; Wind pressure; Dynamic loads; Dynamic structural analysisZagajeski, S. W.; Bertero, V. V.
Optimum Inelastic Design of Seismic-Resistant Reinforced Concrete Frame Structures.
National Science Foundation, Washington, DC., January 1980, 122 p.
Identifying Number(s): UCB/EERC-80/03
Keywords: Ground motion; Nonlinear programming; Earthquake engineering; Earthquake resistant structures; Seismic design; Reinforced concrete; Concrete construction; Design criteria; Elastic analysis; Framed structures; Computer aided designVanmarcke, E. H.; Reed, J. W.; Roth, D. A.
Optimum Seismic Protection for New Building Construction in Eastern Metropolitan Area. Evaluation of Expected Losses and Total Present Cost: Preliminary Sensitivity Analysis, Internal Study Report Number 10.
National Science Foundation, Washington, DC. Engineering and Applied Science., July 1972, 40 p.
Keywords: Damage; Sensitivity analysis; Buildings; Computer programs; Earthquake engineering; Earthquake resistant structures; Seismic design; Construction costs; Probability theory; Design standards; Cost analysisOptimum Seismic Protection for New Building Construction in Eastern Metropolitan Areas - Progress Through October 1971.
National Science Foundation, Washington, DC. Engineering and Applied Science., October 1971, 17 p.
Keywords: Dynamic response; Seismic waves; Earthquake resistant structures; Boston (Massachusetts); Earthquake engineering; Seismic design; Structural design; Massachusetts; Building; Dynamic structural analysisHong, 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: Buildings; Damage assessment; Earthquake engineering; Earthquake resistant structures; San Francisco (California); California; Tall buildings; Dynamic structural analysisHong, 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: Washington (State); Buildings; Damage assessment; Earthquake engineering; Earthquake resistant structures; Takoma (Washington); Building codes; Seismic design; Olympia (Washington); Seattle (Washington); Tall buildings; Dynamic structural analysisWhitman, 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: Replacement costs; Los Angeles (California); Buildings; Earthquake engineering; Damage assessment; Earthquakes; Assessed values; San Fernando Earthquake; California; Maps; Assessments; Tall buildings; Cost analysis