Nonlinear static monotonic (pushover) analysis has become a common practice in performance-based bridge seismic design. The popularity of pushover analysis is due to its ability to identify the failure modes and the design limit states of bridge piers and to provide the progressive collapse sequence of damaged bridges when subjected to major earthq
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Format PDF ● Halaman-halaman 400 ● ISBN 9781439837757 ● Penerbit CRC Press ● Diterbitkan 2016 ● Muat turun 3 kali ● Mata wang EUR ● ID 7353275 ● Salin perlindungan Adobe DRM
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