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Reliability of high dams with consideration of dynamic processes

โœ Scribed by A. N. Marchuk; A. I. Savich


Publisher
Springer
Year
1992
Tongue
English
Weight
457 KB
Volume
26
Category
Article
ISSN
1570-1468

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A nonlinear, slip-joint element for analyzing the effect of discontinuities on a concrete, arch dam's seismic response is developed. The joint element has been incorporated into a finite-element-based, solution for predicting dynamic structural response. This joint model, plus the numerical procedur