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contributor authorMinghao Li
contributor authorFrank Lam
contributor authorRicardo O. Foschi
date accessioned2017-05-08T21:58:47Z
date available2017-05-08T21:58:47Z
date copyrightMay 2009
date issued2009
identifier other%28asce%29st%2E1943-541x%2E0000062.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67905
description abstractReliability-based assessment of seismic performance of wood shear walls needs to consider many uncertainties arising from earthquake ground motions, material properties, carried mass, and analytical models. Using a response surface method with importance sampling, this paper presents a seismic reliability analysis on eight types of diagonal-braced and structural-panel-sheathed shear walls which are commonly used in modern post-and-beam wood buildings. A recently developed wood shear wall model was used to simulate the seismic response of the shear walls. The shear wall model parameters were calibrated and verified using a reversed cyclic test database. Peak wall drift was chosen as the performance criteria to estimate the failure probabilities of the walls with respect to two performance expectations. The results presented herein showed that the seismic reliability of the structural-panel-sheathed walls was higher than that of the diagonal-braced walls.
publisherAmerican Society of Civil Engineers
titleSeismic Reliability Analysis of Diagonal-Braced and Structural-Panel-Sheathed Wood Shear Walls
typeJournal Paper
journal volume135
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000008
treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 005
contenttypeFulltext


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