A simplified method for determining sway in reinforced concrete dual buildings and design applications

Date

2013-10-25

Author

TEKELİ, Hamide
Atimtay, Ergin
TÜRKMEN, Mustafa

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This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

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Sway analyses of reinforced concrete buildings generally are carried out with computer programs. However, as the number of iterative solutions increase, the process may become tedious. This paper proposes a simple analytical method to evaluate sway of dual buildings subject to various types of lateral loads. The proposed method is based on the continuum model. Story drift limited by building codes can be controlled by the proposed method. Likewise, design engineers can use the simple analytical expressions to calculate the stability index, which includes sway terms at each story level. Stability index equation without sway terms is obtained by using the developed analytical expressions. Use of the equation, which is free of sway terms, is quite simple. Additionally, by using the proposed method, shear wall-frame interaction can be modeled simply. Thus, moment at the base of shear walls can be determined by using this model. Copyright (c) 2012 John Wiley & Sons, Ltd.

Subject Keywords

Shear wall frame interaction, Stability index, Analytical method, Continuum model, Sway, Dual buildings

URI

https://hdl.handle.net/11511/66572

Journal

STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS

DOI

https://doi.org/10.1002/tal.761

Collections

Department of Civil Engineering, Article

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Citation Formats

H. TEKELİ, E. Atimtay, and M. TÜRKMEN, “A simplified method for determining sway in reinforced concrete dual buildings and design applications,” STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, pp. 1156–1172, 2013, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/66572.