A study on performance of 3D RC frames with masonry in-fill under dynamic loading conditions

Author:

Srinivasan R.,Suresh Babu S.,Itti Sidramappa V.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference13 articles.

1. Chetan, K. Ramesh Babu, R., and Katta Venkataramana (2014). “Earthquake response characteristics of masonry infill panels.” Proceedings of 3 rd World Conference on Applied Sciences, Engineering & Technology 27-29 September 2014, Kathmandu, Nepal ISBN 13: 978-81-930222-0-7, pp. 025–030, http://basharesearch.com/WCSET2014/wcset2014004.pdf.

2. Dhanasekhar, M. and Page, A. W. (1987). “The influence of brick masonry infill properties on the behaviour of in-filled frames.” ICE Proceedings, pp. 593–605, DOI: 10.1680/iicep.1986.463.

3. Diptesh Das and Murty, C. V. R. (2004). “Brick masonry infills in seismic design of RC framed Buildings Part 1-Cost Implications.” Indian Concrete Journal, pp. 39–44, http://www.iitk.ac.in/nicee/RP/2004_Cost_ Implications_ICJ.pdf.

4. D’Ambrisi, A., De Stefano, M., and Viti, S. (2008). “Seismic performance of irregular 3D RCframes.” The 14th World Conference on Earthquake Engineering, DOI: 10.6088/ijcser.201203013053.

5. Haroon Rasheed Tamboli, and Umesh N Karadi (2012). “Seismic Analysis of RC frame Structure with and without Masonry Infill Walls.” Indian Journal of Natural Sciences, Vol. 3, Issue 14, pp. 1137–1194, http://tnsroindia.org.in/JOURNAL/ISSUE%2014%20final.pdf.

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