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Analysis of reinforced concrete coupled shear wall structures

✍ Scribed by Subedi, Nutan Kumar ;Marsono, Abdul Kadir ;Aguda, Gabriel

Publisher: John Wiley and Sons
Year: 1999
Tongue: English
Weight: 472 KB
Volume: 8
Category: Article
ISSN: 1062-8002
DOI: 10.1002/(sici)1099-1794(199906)8:2<117::aid-tal124>3.0.co;2-7

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✦ Synopsis

The ultimate strength analysis of reinforced concrete coupled shear walls with one or two bands of openings requires a two-stage approach. In the first stage, the analysis of the coupling beams is carried out. This is followed by the analysis of the complete wall in the second stage. A simple approach based on the 'total moment concept' for the analysis of coupled shear walls with one or two bands of openings is presented. Experimental results supporting the predictions of the mode of failure and ultimate strength is also presented. This study updates previous research and enhances further understanding of the behaviour of reinforced concrete shear wall structures at ultimate limit states of loading.

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