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contributor authorT. Y. Yang
contributor authorJ. Moehle
contributor authorB. Stojadinovic
contributor authorA. Der Kiureghian
date accessioned2017-05-08T21:00:45Z
date available2017-05-08T21:00:45Z
date copyrightOctober 2009
date issued2009
identifier other%28asce%290733-9445%282009%29135%3A10%281146%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35346
description abstractPerformance-based earthquake engineering aims to quantify performance of facilities using metrics that are of immediate use to both engineers and stakeholders. A rigorous yet practical implementation of a performance-based earthquake engineering methodology is developed and demonstrated for an idealized building. The methodology considers seismic hazard, structural response, resulting damage, and repair costs associated with restoring the building to its original condition, using a fully consistent, probabilistic analysis of the associated parts of the problem. The methodology can be generalized to consider other performance measures such as casualties and down time, though these have not been pursued. The proposed procedure is consistent with common building design, construction, and analysis practices such that it can be readily adopted in earthquake engineering practice today.
publisherAmerican Society of Civil Engineers
titleSeismic Performance Evaluation of Facilities: Methodology and Implementation
typeJournal Paper
journal volume135
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2009)135:10(1146)
treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 010
contenttypeFulltext


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