Time-history analysis of slender masonry towers: a parametric study on the reliability of a simplified Bouc and Wen approach-Reference-Cited by-同舟云学术

Time-history analysis of slender masonry towers: a parametric study on the reliability of a simplified Bouc and Wen approach

Published:2017-04-12 Issue:13 Volume:52 Page:3181-3196
ISSN:0025-6455
Container-title:Meccanica
language:en
Short-container-title:Meccanica

Author:

Facchini Luca,Betti Michele^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Link

http://link.springer.com/article/10.1007/s11012-017-0671-8/fulltext.html

Reference33 articles.

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2. Decanini LD, Liberatore D, Liberatore L, Sorrentino L (2012) Preliminary report on the 2012, May 20th Emilia earthquake. http://www.eqclearinghouse.org/2012-05-20-italy-it/ . Accessed 20 June 2016

3. Casolo S (1998) A three-dimensional model for vulnerability analysis of slender medieval masonry towers. J Earthq Eng 2(4):487–512. doi: 10.1080/13632469809350332

4. Betti M, Galano L, Vignoli A (2014) Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms. Eng Struct 61:195–208. doi: 10.1016/j.engstruct.2013.12.038

5. Lucchesi M, Pintucchi B (2007) A numerical model for non-linear dynamics analysis of masonry slender structures. Eur J Mech-A Solids 26:88–105. doi: 10.1016/j.euromechsol.2006.02.005

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