Fragility analysis of masonry infill R.C. frame using incremental dynamic approach

Author:

Phadnis P. P.,Desai R. M.,Tande S. N.,Dhumal P. P.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference41 articles.

1. Barnaure, M., & Stoica, D. N. (2015). Analysis of masonry infilled RC frame structures under lateral loading. Mathematical Modelling in Civil Engineering, 11(1), 1–11. https://doi.org/10.1515/mmce-2015-0004

2. Borele, S. V., & Debarati, D. (2015). Damage assessment of structural system using fragility curves. Journal of Civil Engineering and Environmental Technology, 2(11), 72–76.

3. Cinitha, A., Umesha, P. K., & Iyer, N. R. (2012). Nonlinear static analysis to assess performance and vulnerability of code-conforming RC Buildings. WSEAS Transactions on Applied and Theoretical Mechanics, 7(1), 39–48.

4. Dhakal, R. P., Singh, S., & Mander, J. B. (2007). Effectiveness of earthquake selection and scaling method in New Zealand. Bulletin of the New Zealand Society for Earthquake Engineering, 40(3), 989–1008.

5. Dolsek, M., & Fajfar, P. (2008). The effect of masonry infills on seismic response of a four-story reinforced concrete frame - a probabilistic assessment. Engineering Structures, 30(11), 3186–3192.

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