Influence of Masonry Infill Panels on the Seismic Performance of Irregular Buildings

Author:

Mohammad Zaid,Razi Mohd. Akif,Baqi Abdul

Publisher

Springer Singapore

Reference10 articles.

1. Kumar S, Paul, DK (1998) A simplified method for elastic seismic analysis. J Earthquake Eng 2:241–266. https://doi.org/10.1080/13632469809350321

2. Mohammad Z, Baqi A, Arif M (2017) Seismic response of RC framed buildings resting on hill slopes. In: 11th international symposium on plasticity and impact mechanics (IMPLAST 2016). Proc Eng 173:1792–1799. https://doi.org/10.1016/j.proeng.2016.12.221

3. Birajdar BG, Nalawade SS (2004) Seismic analysis of buildings resting on sloping ground. In: 13th world conference on earthquake engineering (13WCEE). Paper no. 1472, Vancouver, B.C., Canada. https://www.iitk.ac.in/nicee/wcee/article/13_1472.pdf

4. Kadid A, Boumrkik A (2008) Pushover analysis of reinforced concrete frame structures. Asian J Civil Eng (Build Housing):75–83. https://doi.org/10.1007/s11803-013-0179-8

5. Kaushik HB, Rai DC, Jain SK (2008) A rational approach to analytical modelling of masonry infills in reinforced concrete frame buildings. In: 14th world conference on earthquake engineering (14WCEE). Corpus ID: 165155308, Beijing, China. https://www.iitk.ac.in/nicee/wcee/article/14_05-01-0317.PDF

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