Modeling of Asymmetric Shear Wall-Frame Building Structures
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Date
2009
Authors
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Journal ISSN
Volume Title
Publisher
Architectural inst Japan
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Abstract
Based on the conventional wide column analogy, two different three-dimensional shear wall models for open and closed sections are proposed. These approximate models are verified in comparison to not only the results available in the literature but also the ones obtained by Using models containing shell elements. With the help of these new models five different groups of shear wall-frame structures with different floor plans and different heights are analyzed. The first three natural vibration periods are determined and time history analyses are performed. The results Of these computations are observed to be in good agreement with those obtained by detailed models containing shell elements.
Description
Akis, Tolga/0000-0002-6754-4497
ORCID
Keywords
shear wall, shear wall-frame structures, wide column analogy, natural vibration periods, time history analysis
Turkish CoHE Thesis Center URL
Fields of Science
Citation
2
WoS Q
Q4
Scopus Q
Q3
Source
Volume
8
Issue
2
Start Page
531
End Page
538