NEHRP Clearinghouse
displaying 11 - 20 results in total 23
Cruz, E. F.; Chopra, A. K.
Simplified Methods of Analysis for Earthquake Resistant Design of Buildings.
National Science Foundation, Washington, DC., February 1985, 260 p.
Identifying Number(s): UCB/EERC-85/01
Keywords: Earthquake resistant structures; Design; Spectrum analysis; Buildings; Earthquake engineering; Theses; Seismic effectsFok, K. L.; Chopra, A. K.
Earthquake Analysis and Response of Concrete Arch Dams.
National Science Foundation, Washington, DC., July 1985, 216 p.
Identifying Number(s): UCB/EERC-85/07
Keywords: Design; Seismic waves; Arch dams; Ground motion; Earthquake engineering; Safety; Foundations; Concrete dams; Sediments; Dynamic structural analysisFenves, G.; Chopra, A. K.
Simplified Analysis for Earthquake Resistant Design of Concrete Gravity Dams.
National Science Foundation, Washington, DC., June 1986, 160 p.
Identifying Number(s): UCB/EERC-85/10
Keywords: ; Design; Vibration; Sediments; Gravity dams; Monoliths; Dynamic response; Elastic analysis; Earthquakes; Safety; Reservoir; Rocks; Mechanical propertiesFok, K. L.; Hall, J. F.; Chopra, A. K.
EACD-3D: A Computer Program for Three-Dimensional Earthquake Analysis of Concrete Dams.
National Science Foundation, Washington, DC., July 1986, 160 p.
Identifying Number(s): UCB/EERC-86/09
Keywords: Rocks; EACD-3D computer program; Alluvium; Arch dams; Computer applications; Reservoirs; Dimensional analysis; Gravity dams; Sediments; Concrete dams; EarthquakesHejal, R.; Chopra, A. K.
Earthquake Response of Torsionally-Coupled Buildings.
National Science Foundation, Washington, DC., December 1987, 354 p.
Identifying Number(s): UCB/EERC-87/20
Keywords: Response spectra; Framed structures; Eccentricity; Elastic analysis; Earthquake engineering; Shear modulus; Stiffness; Static structural analysis; Lateral pressureGoyal, A.; Chopra, A. K.
Earthquake Analysis and Response of Intake-Outlet Towers.
National Science Foundation, Washington, DC., July 1989, 446 p.
Identifying Number(s): UCB/EERC-89/04
Keywords: ; Finite element method; Towers; Seismic waves; Structural vibration; Mathematical models; Earth movements; Dynamic response; Earthquake engineering; Displacement; Soil-structure interactions; User manuals (Computer programs); Dams; Hydrodynamics; Earthquakes; Dynamic structural analysisZhang, L.; Chopra, A. K.
Computation of Spatially Varying Ground Motion and Foundation-Rock Impedance Matrices for Seismic Analysis of Arch Dams.
National Science Foundation, Washington, DC., May 1991, 134 p.
Identifying Number(s): UCB/EERC-91/06
Keywords: ; Boundary element method; Green's functions; Matrices (Mathematics); Mathematical models; Earth movements; Fourier transformation; Arch dams; Dynamic response; Earthquake engineering; Soil-structure interactions; FoundationsGoel, R. K.; Chopra, A. K.
Inelastic Seismic Response of One-Story, Asymmetric-Plan Systems.
National Science Foundation, Washington, DC., October 1990, 256 p.
Identifying Number(s): UCB/EERC-90/14
Keywords: ; Deformation; Structural vibration; Torsion; Earth movements; Elastic analysis; Dynamic response; Buildings; Earthquake engineering; Stiffness; Displacement; Seismic effects; Structural members; Structural analysisDe 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 analysisDe la Llera, J. C.; Chopra, A. K.
Accidental and Natural Torsion in Earthquake Response and Design of Buildings.
National Science Foundation, Washington, DC., June 1994, 316 p.
Identifying Number(s): UCB/EERC-94/07
Keywords: ; Seismic design; Torsion; Vibration; Mathematical models; Lateral pressure; Buildings; Earthquake engineering; Differential equations; Dynamic structural analysis