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Dept. of Structural Eng., University of California, San Diego, La Joll Dept. of Structural Eng., University of California, San Diego, La Joll

Dept. of Structural Eng., University of California, San Diego, La Joll - PDF document

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Dept. of Structural Eng., University of California, San Diego, La Joll - PPT Presentation

0126To extend the method to nonlinear problems the effects of vertical accelerations on the seismic sliding responseof gravity dams and position the force resultant along the base are then investi ID: 234106

0126To extend the method

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