Modeling of Asymmetric Shear Wall-Frame Building Structures

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Date

2009-11-01

Author

AKIŞ, TOLGA
Tokdemir, Turgut
Yılmaz, Çetin

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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.

Subject Keywords

Arts and Humanities (miscellaneous), Cultural Studies, Civil and Structural Engineering, Architecture, Building and Construction

URI

https://hdl.handle.net/11511/40385

Journal

JOURNAL OF ASIAN ARCHITECTURE AND BUILDING ENGINEERING

DOI

https://doi.org/10.3130/jaabe.8.531

Collections

Department of Engineering Sciences, Article

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Citation Formats

T. AKIŞ, T. Tokdemir, and Ç. Yılmaz, “Modeling of Asymmetric Shear Wall-Frame Building Structures,” JOURNAL OF ASIAN ARCHITECTURE AND BUILDING ENGINEERING, pp. 531–538, 2009, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/40385.