NEHRP Clearinghouse
displaying 671 - 680 results in
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Glaser, S.
Estimating Soil Parameters Important for Lifeline Siting Using System Identification Techniques.
March 1993, 102 p.
Identifying Number(s): NISTIR-5143
Keywords: Telecommunication; Seismic waves; Power lines; Earthquake engineering; Pipelines; Earthquakes; Roads; Soil dynamics; Strain measurement; System identification; Mathematical models; Liquefaction; RailroadsChiou, 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; Ray tracing; Seismic epicenter; Prototypes; Earthquakes; Measurement; Acceleration; Magnitude; Rupture; Earth crust; Mathematical models; Seismology; Arrays; Algorithms; SMART1 (Strong Motion Array Taiwan 1); Geological faults; MotionAbrahamson, 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: Smart 1; Earthquake engineering; Seismic epicenter; Earthquakes; Bursting; Velocity; Seismic effects; Coherence; Taiwan; Seismic wavesZakharova, 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: Seismology; Earthquakes; Computation; Translations; UzbekistanShinozuka, 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: Seismic waves; Earthquake engineering; Earthquake resistant structures; Stress analysis; Pipelines; Soil structure interactions; Numerical analysis; Wave propagation; Pipe joints; Subsurface structures; 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: Soil profiles; Nuclear power plants; Structure response; Earthquakes; Nonlinearity; Site characterization; Soil structure interactions; Excitation; Stiffness; System identification; Soil mechanics; Liquefaction; Ground motion; Earthquake engineering; Earthquake magnitude; Vibration damping; Seismic effects; Displacement; Seismic waves; Lotung (Taiwan); Earthquake resistant structures; Graphs (Charts)Evaluation 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; Federal buildings; Earthquake engineering; Design standardsPoland, 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: ; Building codes; Earthquake engineering; Seismic design; Federal buildings; StandardsPavlou, 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: Ground motion; Buildings; Earthquake engineering; Hysteresis; Seismic design; Accuracy; Degrees of freedom; Comparative evaluations; Near-field motions; 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: ; Building codes; Earthquake engineering; Lateral pressure; Seismic design; Torsion; Office buildings; California; Design standards; Structural analysis