NEHRP Clearinghouse
displaying 1 - 6 results in total 6
Wojcik, G. L.
Resonance Zones on the Surface of a Dipping Layer Due to Plane SH Seismic Input.
National Science Foundation, Washington, DC. Engineering and Applied Science., January 1979, 99 p.
Keywords: Seismic waves; Time domain; Love waves; Mathematical models; Earth movements; Dynamic response; Ground motion; Earthquake engineering; Frequency domain; Plane waves; EarthquakesEbel, J. E.; Helmberger, D. V.
P-Wave Complexity and Fault Asperities: The Borrego Mountain, California, Earthquake of 1968.
Air Force Office of Scientific Research, Bolling AFB, DC., November 13, 1980, 27 p.
Keywords: Fault asperities; Seismic waves; Time domain; P waves; Reprints; Teleseismic waves; Modeling; Earthquakes; Synthetic seismogramsGordis, J. H.; Neta, B.
Efficient Nonlinear Transient Dynamic Analysis of Structural Optimization Using an Exact Integral Equation Formulation.
May 1999, 81 p.
Identifying Number(s): NPS-ME-99-009
Keywords: ; Structural integrity; Computerized simulation; Algorithms; Time domain; Finite element analysis; Integral equations; Earthquakes; Structural analysisBoore, D. M.
SMSIM: Fortran Program for Simulating Ground Motions from Earthquakes: Version 2.0. (A Revision of OFR 96-80-A).
January 2000, 62 p.
Identifying Number(s): USGS/OFR-00-509
Keywords: Equations; Ground motions; Stochastic method; Time domain; Mathematical models; Fortran programs; Random vibration; Stochastic Model SIMulation or Strong Motion SIMulation (SMSIM); Source codes; Simulating ground motions; Simulations; Executables; EarthquakesHou, Z.
Nonstationary Response of Structures and Its Application to Earthquake Engineering.
National Science Foundation, Washington, DC., cJanuary 1990, 217 p.
Identifying Number(s): EERL-90-01
Keywords: Time domain; Covariance matrices; Ground motion; Earthquake engineering; Buildings; Theses; Soil-structure interactions; Linear systems; Frequency domain; Dynamic structural analysisLevine, M. B. P.
Accelerogram Processing Using Reliability Bounds and Optimal Correction Methods.
National Science Foundation, Washington, DC., cJanuary 1990, 303 p.
Identifying Number(s): EERL-90-02
Keywords: California; Time domain; Displacement measurement; Ground motion; Earthquake engineering; Imperial Valley Earthquake; Theses; Error analysis; Frequency domain; Velocity measurement; Accelerograms