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The Rayleigh damping model, which is pervasive in nonlinear response history analysis (RHA) of buildings, is shown to develop “spurious” damping forces and lead to in [...]
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An extended finite element analysis procedure (extended FEM) is presented for performing nonlinear earthquake analysis of concrete dams. The procedure overcomes the limit [...]
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Rooted in structural dynamics, two procedures for estimating peak responses of linearly-elastic “ordinary” bridges crossing fault-rupture zones are presented: respons [...]
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Chopra, Anil K.
The factors that influence significantly the three-dimensional analysis of arch dams are identified: the semiunbounded size of the reservoir and foundation rock domains, [...]
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The median seismic demands for 4-, 8-, 12-, and 20-story reinforced concrete special moment resisting frame (RC-SMRF) buildings—designed to comply with current codes— [...]
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The median seismic demands for 4-, 8-, 12-, and 20-story reinforced concrete special moment resisting frame (RC-SMRF) buildings—designed to comply with current codes— [...]
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