Chavez, J. W.; Fenves, G. L.
Earthquake Analysis and Response of Concrete Gravity Dams Including Base Sliding.
National Science Foundation, Washington, DC.,
December 1993,
208 p.
Identifying Number(s): UCB/EERC-93/07
Keywords: ; Gravity dams; Response; Rocks; Sliding; Ground motion; Case studies; Earthquakes; Evaluation; Foundations; Concrete dams; Safety; Displacement; Estimates
Fenves, G.; Chopra, A. K.
Earthquake Analysis and Response of Concrete Gravity Dams.
National Science Foundation, Washington, DC.,
August 1984,
240 p.
Identifying Number(s): UCB/EERC-84/10
Keywords: Gravity dams; Rocks; Seismic waves; Alluvium; Earthquake engineering; Earthquakes; Foundations; Soil dynamics; Reservoirs; Energy absorption; Concrete dams; Safety; Design; Sediments; Dynamic structural analysis
Hall, J. F.; Chopra, A. K.
Dynamic Response of Embankment, Concrete-Gravity and Arch Dams Including Hydrodynamic Interaction.
National Science Foundation, Washington, DC.,
October 1980,
242 p.
Identifying Number(s): UCB/EERC-80/39
Keywords: Gravity dams; Arch dams; Dynamic response; Earthquake engineering; Earthquakes; Foundations; Hydrodynamics; Finite element analysis; Concrete dams; Mathematical models; Boundary value problems
Vargas-Loli, L. M.; Fenves, G.
Nonlinear Earthquake Response of Concrete Gravity Dams.
National Science Foundation, Washington, DC. Directorate for Engineering.,
December 1987,
229 p.
Keywords: ; Dynamic response; Gravity dams; Tensile properties; Cracking (Fracturing); Stress analysis; Graphs (Charts); Earthquakes; Cavitation; Concrete dams; Structural analysis; Nonlinear systems; Displacements
El-Aidi, B.
Nonlinear Earthquake Response of Concrete Gravity Dam Systems.
National Science Foundation, Washington, DC.,
August 21, 1988,
202 p.
Identifying Number(s): EERL-88-02
Keywords: ; Gravity dams; Response; Cracking (Fracturing); Viscoelasticity; Earthquakes; Cavitation; Rigid foundations; Tensile stress; Displacement; Concrete structures; Mathematical models
Fenves, G.; Chopra, A. K.
EAGD-84: A Computer Program for Earthquake Analysis of Concrete Gravity Dams.
National Science Foundation, Washington, DC.,
August 1984,
99 p.
Identifying Number(s): UCB/EERC-84/11
Keywords: Gravity dams; Alluvium; Rocks; Dynamic structural analysis; Water; Earthquake engineering; Computer programs; Earthquakes; Foundations; Soil dynamics; Reservoirs; Concrete dams; EAGD-84 computer program; Sediments; Seismic waves
Fok, 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: Alluvium; Rocks; Arch dams; Gravity dams; Earthquakes; EACD-3D computer program; Computer applications; Dimensional analysis; Reservoirs; Concrete dams; Sediments
chopra, A. K.; Chakrabarti, P.; Gupta, S.
Earthquake Response of Concrete Gravity Dams Including Hydrodynamic and Foundation Interaction Effects.
January 1980,
202 p.
Identifying Number(s): UCB/EERC-80/01
Keywords: Gravity dams; Response; Ground motion; Dams; Water; Frequency; Earthquakes; Foundations (Structures); Hydrodynamics; Reservoirs; Concrete; Interactions; California; Pine Flat Dam
Donlon, W. P.
Experimental Investigation of the Nonlinear Seismic Response of Concrete Gravity Dams.
National Science Foundation, Washington, DC.; Bechtel Corp., San Francisco, CA.,
January 9, 1989,
141 p.
Identifying Number(s): EERL-89-01
Keywords: ; Gravity dams; Theses; Earthquake engineering; Cracking (Fracturing); Seismic effects; Concrete dams; Scale models; Nonlinear problems; Dynamic structural analysis
Earthquake Engineering Research at Berkeley, 1988.
National Science Foundation, Washington, DC.,
November 1988,
203 p.
Identifying Number(s): UCB/EERC-88/17
Keywords: Dynamic response; Seismic waves; Damping; Hazards; Friction; Earthquake resistant structures; Buildings; Meetings; Damage; Earthquakes; Elastic properties; Pitch; Gravity dams; Structural steels; Soil structure; Seiders; Interactions; Design criteria; Hi-rise buildings; Mathematical models; Ductility