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contributor authorYu-Yuan Lin
contributor authorEduardo Miranda
date accessioned2017-05-08T21:00:25Z
date available2017-05-08T21:00:25Z
date copyrightNovember 2008
date issued2008
identifier other%28asce%290733-9445%282008%29134%3A11%281685%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35146
description abstractThe equivalent linear system is one of the approximate methods for estimating the maximum inelastic displacement response of structures in performance-based seismic design and evaluation. Traditionally, the equivalent period and damping of such a system are defined by the ductility ratio (
publisherAmerican Society of Civil Engineers
titleNoniterative Equivalent Linear Method for Evaluation of Existing Structures
typeJournal Paper
journal volume134
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2008)134:11(1685)
treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 011
contenttypeFulltext


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