NEHRP Clearinghouse
displaying 1 - 9 results in total 9
Ray, D.; Pister, K. S.; Polak, E.
Sensitivity Analysis for Hysteretic Dynamic Systems: Theory and Applications.
National Science Foundation, Washington, D.C., February 1976, 62 p.
Identifying Number(s): EERC-76-12
Keywords: Earthquake resistant structures; Sensitivity analysis; Mechanical hysteresis; Earth movements; Dynamic response; Buildings; Earthquake engineering; Ground motion; Vector analysis; Design criteria; Earthquakes; Dynamic structural analysisVanmarcke, 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: Probability theory; Seismic design; Earthquake resistant structures; Cost analysis; Sensitivity analysis; Damage assessment; Massachusetts; Seismic risk; Risk; Earthquake engineering; Boston (Massachusetts); EarthquakesVanmarcke, 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: Cost analysis; Seismic design; Earthquake resistant structures; Probability theory; Sensitivity analysis; Damage; Design standards; Earthquake engineering; Buildings; Computer programs; Construction costsSavy, J. B.
A Geophysical Model of Strong Motion for Large Ensemble Generation.
National Science Foundation, Washington, DC., July 1981, 135 p.
Identifying Number(s): R81-6
Keywords: Sensitivity analysis; Seismic waves; Mathematical models; Earth movements; Ground motion; Earthquake engineering; Monte Carlo method; Random walk; Earthquakes; Geological faultsAustin, M. A.; Pister, K. S.
Optimal Design of Friction-Braced Frames under Seismic Loading.
National Science Foundation, Washington, DC., June 1983, 106 p.
Identifying Number(s): UCB/EERC-83/10
Keywords: Struct computer program; Girders; Earthquake resistant structures; Sensitivity analysis; Framed structures; Structural design; Computer applications; Ground motion; Earthquake engineering; Buildings; Dynamic response; Delight; Dynamic structural analysisMiles, S. B.; Chang, S. E.
Urban Disaster Recovery: A Framework and Simulation Model.
National Science Foundation, Arlington, VA.; Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY., July 25, 2003, 126 p.
Keywords: ; Literature review; Sensitivity analysis; Emergency planning; Computerized simulation; Prototypes; Disasters; Disaster recovery; Urban areas; Socioeconomics; Management; Decision making; EarthquakesYang, J. N.; Akbarpour, A.
Practical Considerations for Structural Control: System Uncertainty, System Time Delay, and Truncation of Small Control Forces.
National Science Foundation, Washington, DC., August 10, 1987, 159 p.
Identifying Number(s): NCEER-87-0018
Keywords: Sensitivity analysis; Riccati equation; Structural control; Algorithms; Graphs (Charts); Earthquake engineering; Time lag; Uncertainty; Optimal control; Control systems; Structural analysisChen, Y. Q.; Soong, T. T.
Seismic Behavior and Response Sensitivity of Secondary Structural Systems.
National Science Foundation, Washington, DC., October 23, 1989, 178 p.
Identifying Number(s): NCEER-89-0030
Keywords: Seismic design; Secondary systems; Sensitivity analysis; State of the art; Dynamic response; Earthquake engineering; Stochastic processes; Floor response spectrum; Seismic effectsSinghal, A.; Kiremidjian, A. S.
Method for Earthquake Motion-Damage Relationships with Application to Reinforced Concrete Frames.
National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA., September 10, 1997, 256 p.
Keywords: ; Reinforced concrete; Sensitivity analysis; Gaussian processes; Soil-structure interactions; Fragility; Damage assessment; Bayes theorem; Mathematical models; Autoregressive processes; Probability; Structural failure; Earthquake damage; Concrete structures; Monte Carlo method; Seismic effects; Structural components; Frames; Dynamic response; Ground motion; Earthquake engineering