Assessment of seismic response of RC framed buildings with scrap tyre as the base isolator using nonlinear static push over analysis

Author:

Jesusahayaraj Cici Jennifer Raj,Muthu Vinod Kumar

Publisher

AIP Publishing

Reference26 articles.

1. Analysis in seismic provisions for buildings: past, present and future

2. J. Kappos, T. S. Paraskeva, and A. J. Sextos. “Seismic assessment of a major bridge using modal pushover analysis and dynamic time-history analysis”, Advances in Computational & Experimental Engineering & Science, Proceedings of the 2004 International Conference on Computational & Experimental Engineering & Science, 26-29 July, 2004, Madeira, Portugal, 673–680.

3. Pu Yong and Y Yang. “Study on Improvement on Push Over Analysis”, 12th World Conference on Earthquake Engineering, 2000.

4. Performance of multistory building under nonlinear static push-over

5. D. Sar and P. Sarkar. “Seismic Evaluation of Existing Unreinforced Masonry Building”, Proceedings of the International Symposium on Engineering under Uncertainty: Safety Assessment and Management (ISEUSAM - 2012).

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