NEHRP Clearinghouse
displaying 671 - 680 results in total 2187
Glaser, S.
Estimating Soil Parameters Important for Lifeline Siting Using System Identification Techniques.
March 1993, 102 p.
Identifying Number(s): NISTIR-5143
Keywords: Seismic waves; Railroads; Power lines; Mathematical models; Roads; Strain measurement; Earthquake engineering; System identification; Liquefaction; Soil dynamics; Pipelines; Earthquakes; TelecommunicationChiou, S. J.
Estimation of Seismic Source Processes Using Strong Motion Array Data.
National Science Foundation, Washington, DC., July 1991, 152 p.
Identifying Number(s): UCB/EERC-91/07
Keywords: Mapping; SMART1 (Strong Motion Array Taiwan 1); Prototypes; Arrays; Algorithms; Mathematical models; Seismology; Seismic epicenter; Magnitude; Earth crust; Ray tracing; Measurement; Rupture; Acceleration; Motion; Earthquakes; Geological faultsAbrahamson, N. A.
Estimation of Seismic Wave Coherency and Rupture Velocity Using the SMART 1 (Strong Motion Array Taiwan, Number 1) Strong-Motion Array Recordings.
National Science Foundation, Washington, DC., March 1985, 141 p.
Identifying Number(s): UCB/EERC-85/02
Keywords: Taiwan; Seismic waves; Bursting; Smart 1; Seismic epicenter; Earthquake engineering; Velocity; Coherence; Seismic effects; EarthquakesZakharova, A. I.
Estimation of Seismicity Parameters Using a Computer.
National Science Foundation, Washington, DC., cJanuary 1985, 159 p.
Identifying Number(s): TT-76-52037
Keywords: Computation; Translations; Seismology; Uzbekistan; EarthquakesShinozuka, M.; Koike, T.
Estimation of Structural Strains in Underground Lifeline Pipes.
National Science Foundation, Washington, DC. Engineering and Applied Science., March 1979, 24 p.
Keywords: Numerical analysis; Pipe joints; Earthquake resistant structures; Seismic waves; Subsurface structures; Earthquake engineering; Wave propagation; Stress analysis; Soil structure interactions; Pipelines; Dynamic structural analysisGlaser, S. D.; Leeds, A. L.
Estimation of System Damping at the Lotung Site by Application of System Identification.
National Inst. of Standards and Technology (BFRL), Gaithersburg, MD.; National Science Foundation, Arlington, VA., August 1996, 196 p.
Keywords: Seismic waves; Liquefaction; Displacement; Soil structure interactions; Nonlinearity; Nuclear power plants; Excitation; Vibration damping; Soil mechanics; Earthquake resistant structures; Lotung (Taiwan); Site characterization; Graphs (Charts); Stiffness; Structure response; Soil profiles; Seismic effects; Ground motion; Earthquake engineering; System identification; Earthquake magnitude; EarthquakesEvaluation and Strengthening Guidelines for Federal Buildings: Assessment of Current Federal Agency Evaluation Programs and Rehabilitation Criteria and Development of Typical Costs for Seismic Rehabilitation.
Federal Emergency Management Agency, Washington, DC., March 1994, 180 p.
Identifying Number(s): NIST/GCR-94/650
Keywords: Seismic design; Public Law 101-614; Design standards; Earthquake engineering; Federal buildingsPoland, C. D.; Holmes, W. T.; Malley, J. O.; Provencher, D.; Soulages, J.
Evaluation and Strengthening Guidelines for Federal Buildings: Identification of Current Federal Agency Programs.
Federal Emergency Management Agency, Washington, DC., March 1994, 150 p.
Identifying Number(s): NIST/GCR-94/649
Keywords: ; Seismic design; Standards; Earthquake engineering; Federal buildings; Building codesPavlou, E. A.; Constantinou, M. C.
Evaluation of Accuracy of Simplified Methods of Analysis and Design of Buildings with Damping Systems for Near-Fault and for Soft-Soil Seismic Motions.
Multidisciplinary Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA. Earthquake Engineering Research Centers Program., August 16, 2004, 132 p.
Keywords: Seismic design; Comparative evaluations; Near-field motions; Degrees of freedom; Ground motion; Buildings; Earthquake engineering; Accuracy; Hysteresis; Soft-soil motions; DuctilityDe la Llera, J. C.; Chopra, A. K.
Evaluation of Code Accidental-Torsion Provisions Using Earthquake Records from Three Nominally Symmetric-Plan Buildings.
National Science Foundation, Washington, DC.; California Strong Motion Instrumentation Program, Sacramento., July 1992, 170 p.
Identifying Number(s): UCB/EERC-92/09
Keywords: ; Seismic design; California; Torsion; Lateral pressure; Design standards; Earthquake engineering; Office buildings; Building codes; Structural analysis