In-Plane Experimental Behavior of Stone Masonry Walls under Cyclic Loading
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering, ISISE, Univ. of Minho, Azurém, P-4800-058 Guimarães, Portugal (corresponding author).
2. Full Professor, Dept. of Civil Engineering, ISISE, Univ. of Minho, Azurém, P-4800-058 Guimarães, Portugal.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000053
Reference24 articles.
1. Alcocer S. M. and Zepeda J. A. (1999). “Behavior of multi-perforated clay brick walls under earthquake-type loadings.” Proc. 8th North American Masonry Conf. Austin Tex. 235–246.
2. Anthoine A. Magonette G. and Magenes G. (1995). “Shear-compression testing and analysis of brick masonry walls.” Proc. 10th European Conf. on Earthquake Engineering Balkema Rotterdam 1657–1662.
3. Beolchini G. C. and Grillo F. (1992). “In situ tests of stone masonry panels.” Proc. of International Workshop on Effectiveness of Injection Techniques for Retrofitting of Brick and Stone Masonry Walls in Seismic Areas L. Binda ed. Milano 197–206.
4. Performance based studies of in-plane loaded unreinforced masonry walls;Bosiljkov V.;Masonry International,2003
5. Testing of Masonry Structures for Seismic Assessment
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