Reinforced Concrete Buildings with Plane Frame, Shear Wall with and without Openings

Zafarullah Nizamani; Wong Che Luk; Syed Muhammad Bilal Haider

doi:10.1051/e3sconf/20186502007

All issues

Volume 65 (2018)

E3S Web Conf., 65 (2018) 02007

References

Open Access

Issue		E3S Web Conf. Volume 65, 2018 International Conference on Civil and Environmental Engineering (ICCEE 2018)


Article Number		02007
Number of page(s)		10
Section		Construction & Building Materials
DOI		https://doi.org/10.1051/e3sconf/20186502007
Published online		26 November 2018

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[1] Harne, V. 2014. Comparative Study of Strength of RC Shear Wall at Different Location on Multi-storied Residential Building. International Journal of Civil Engineering Research. 5(4), pp.391-400. [Google Scholar]

[2] Meher, M. and Muthumani, K. (2016). Lateral seismic response of framed structure with shear wall. International Journal of Engineering and Management Sciences. 7(3), pp. 214-220. [Google Scholar]

[3] Murty, C. V. R. 2015. Why are Buildings with Shear Walls preferred in Seismic Regions? Kanpur: Building Materials and Technology Promotion Council (BMTPC), p. 2. [Google Scholar]

[4] Ng, M. K. 2007. The Strategy of Implementing Eurocode 2 in Malaysia. Master. Universiti Teknologi Malaysia. [Google Scholar]

[5] Santhosh, D. 2014. Pushover Analysis of RC Frame Structure using ETABS 9.7.1. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE). 11(1), pp. 08-16. [Google Scholar]