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Nonlinear Earthquake Response of Concrete Gravity Dams
A numerical procedure for computing the nonlinear transient response of coupled fluid-structure systems is developed. The study concentrates on two types of nonlinear behavior in concrete dams: water cavitation and tensile cracking of concrete. The fluid is considered compressible and inviscid, undergoing small amplitude motion. The computational procedure employs a mixed pressure-displacement finite element formulation for the fluid and a displacement formulation for the structure. Results demonstrate that concrete tensile cracking has an important effect on the displacement and stress responses of gravity dams, while water cavitation has little influence.
Nonlinear Earthquake Response of Concrete Gravity Dams
A numerical procedure for computing the nonlinear transient response of coupled fluid-structure systems is developed. The study concentrates on two types of nonlinear behavior in concrete dams: water cavitation and tensile cracking of concrete. The fluid is considered compressible and inviscid, undergoing small amplitude motion. The computational procedure employs a mixed pressure-displacement finite element formulation for the fluid and a displacement formulation for the structure. Results demonstrate that concrete tensile cracking has an important effect on the displacement and stress responses of gravity dams, while water cavitation has little influence.
Nonlinear Earthquake Response of Concrete Gravity Dams
L. M. Vargas-Loli (author) / G. Fenves (author)
1987
229 pages
Report
No indication
English
Civil Engineering , Construction Equipment, Materials, & Supplies , Structural Mechanics , Ceramics, Refractories, & Glass , Earthquakes , Concrete dams , Dynamic response , Nonlinear systems , Structural analysis , Cavitation , Tensile properties , Cracking(Fracturing) , Stress analysis , Gravity dams , Displacements , Graphs(Charts)
Nonlinear Earthquake Response of Concrete Gravity Dams
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