Study on earthquake induced torsional irregularity and lateral displacement of RC building with shear wall

Author:

Banerjee Rajiv,Parashar Arun Kumar,Gupta Nakul,Srivastava J. B.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference25 articles.

1. Agarwal, A. S., & Charkha, S. D. (2012). Effect of change in shear wall location on storey drift of multistory building subjected to lateral load. International Journal of Engineering Research & Applications (IJERA), 2(3), 1786–1793. www.ijera.com (ISSA: 2248-9622)

2. Burak, B., & Comlekoglu, H. G. (2013). Effect of shear wall area to floor area ratio on the seismic behavior of reinforced concrete buildings. Journal of Structural Engineering. https://doi.org/10.1061/(asce)st.1943-541x.0000785

3. Bureau of Indian Standards (BIS). (2000). IS 456:2000: Plain and Reinforced Concrete - Code of Practice. Indian Standards.

4. Chai, Y. H., & Kunnath, S. K. (2005). Minimum thickness for ductile RC structural walls. Engineering Structures. https://doi.org/10.1016/j.engstruct.2005.02.004

5. Chintanapakdee, C., & Chopra, A. K. (2003). Evaluation of The Modal Pushover Analysis Procdure using vertically “regular” and irregular generic frames. In PEER Reports.

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