Simplified Formulation for Modeling the Nonlinear Behavior of Confined Masonry Walls in Seismic Analysis-Reference-Cited by-同舟云学术

Simplified Formulation for Modeling the Nonlinear Behavior of Confined Masonry Walls in Seismic Analysis

Published:2012-05 Issue:3 Volume:6 Page:259-289
ISSN:1558-3058
Container-title:International Journal of Architectural Heritage
language:en
Short-container-title:International Journal of Architectural Heritage

Author:

Ranjbaran Fariman,Hosseini Mahmood,Soltani Masoud

Publisher

Informa UK Limited

Subject

Visual Arts and Performing Arts,Architecture,Conservation

Link

http://www.tandfonline.com/doi/pdf/10.1080/15583058.2010.528826

Reference23 articles.

1. Alcocer, S. M., Ruiz, J., Pineda, A. and Zepeda, Z. Retrofitting of confined masonry walls with welded wire mesh. Proceedings of the Eleventh World Conference on Earthquake Engineering. 1996. Mexico: Elsevier Science, Ltd. paper 1471.

2. Seismic evaluation of unreinforced masonry buildings — a state-of-the-art report

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