Shear Wall Construction in Buildings: A Conceptual Framework on the Aspect of Analysis and Design

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This study describes the analysis and design process of shear wall construction, which is applied in various types of building construction. Shear walls resist lateral forces viz. earthquake force and wind force for high-rise structure and gravity load for all type of structure. Besides, Buildings with cast-in-situ reinforced concrete shear walls are widely used in earthquake-prone area and regions in the world. Research methods were confined to library research and employed software for analysis. The analytical accuracy of complex shear wall system have always been of concern to the civil and structural Engineering system. The software of this system is performed on the platform of modelling and then, the system models are usually idealized as line elements instead of continuum elements. Single walls are modelled as cantilevers and walls with openings are modelled as pier/ spandrel systems. In order to find the stiffness, the simple systems models can provide reasonable results. It has always been accepted that a scale based model in the FEM is exact and justifiable.

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706-711

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ashraf Habibullah , S.E. Physical Object Based Analysis and Design Modelling of Shear Wall Systems Using Etabs, Computers & Structures, Inc., Berkeley, California (2003)

Google Scholar

[2] Bhatt P., Macginley T. J. and choo B. S. Reinforced Concrete: Design theory and examples, Taylor and Francis (2006)

Google Scholar

[3] British Standard, loading for buildings (LFB), BS6399-1:Part-1: code of practice for dead and imposed load (1996)

Google Scholar

[4] British Standard, loading for buildings,BS6399-2:Part-2: code of practice for wind load (1997)

Google Scholar

[5] British Standard, LFB, BS6399-3:Part-3: code of practice for imposed roof load (1988)

Google Scholar

[6] Mendis P., Ngo T., Haritos N., Hira A., Samali B. and Cheung J. Wind Loading on Tall Buildings, E. Journal of Structural Engineering: loading on structure (2007)

DOI: 10.56748/ejse.641

Google Scholar

[7] Smith B. S and Couli Alex. Tall Building Structures: Analysis and Design, John Wiley & Sons, inc (1991)

Google Scholar

[8] Taranath, B.S. Structural Analysis and Design of Tall Buildings, McGraw-Hill Company(1998)

Google Scholar

[9] Tolga Aki ¸S. Lateral Load Analysis of Shear Wall-Frame Structures, Ph. D Thesis, The Graduate School of Natural and Applied Sciences of Middle East Technical University (2004)

Google Scholar