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contributor authorDimitrios Vamvatsikos
contributor authorC. Allin Cornell
date accessioned2017-05-08T20:59:21Z
date available2017-05-08T20:59:21Z
date copyrightApril 2005
date issued2005
identifier other%28asce%290733-9445%282005%29131%3A4%28589%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34514
description abstractIntroducing a fast and accurate method to estimate the seismic demand and capacity of first-mode-dominated multidegree-of-freedom systems in regions ranging from near-elastic to global collapse. This is made possible by exploiting the connection between the static pushover (SPO) and the incremental dynamic analysis (IDA). While the computer-intensive IDA would require several nonlinear dynamic analyses under multiple suitably scaled ground motion records, the simpler SPO helps approximate the multidegree-of-freedom system with a single-degree-of-freedom oscillator whose backbone matches the structure’s SPO curve far beyond its peak. Similar methodologies exist but they usually employ oscillators with a bilinear backbone. In contrast, the empirical equations implemented in the
publisherAmerican Society of Civil Engineers
titleDirect Estimation of Seismic Demand and Capacity of Multidegree-of-Freedom Systems through Incremental Dynamic Analysis of Single Degree of Freedom Approximation1
typeJournal Paper
journal volume131
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2005)131:4(589)
treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 004
contenttypeFulltext


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