Homogenization Approach for the Limit Analysis of Out-of-Plane Loaded Masonry Walls-Reference-Cited by-同舟云学术

Homogenization Approach for the Limit Analysis of Out-of-Plane Loaded Masonry Walls

Published:2006-10 Issue:10 Volume:132 Page:1650-1663
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Milani Gabriele¹²³,Lourenço Paulo¹²³,Tralli Antonio¹²³

Affiliation:

1. Ph.D. Professor, Dept. of Engineering, Univ. of Ferrara, Via Saragat 1, 44100 Ferrara, Italy (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, School of Engineering, Univ. of Minho, Azurém 4800-058, Guimarães, Portugal.

3. Full Professor, Dept. of Engineering, Univ. of Ferrara, Via Saragat 1, 44100 Ferrara, Italy.

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%290733-9445%282006%29132%3A10%281650%29

Reference25 articles.

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2. Plane stress limit analysis by finite elements;Belytschko T.;J. Engrg. Mech. Div.,1970

3. British Standard Institution. (2002). “Code of practice for use of masonry. Structural use of unreinforced masonry.” BS 5628–1:1992 London.

4. An iterative procedure for collapse analysis of reinforced concrete plates

5. Cannarozzi A. A. Sacchi P. L. and Tralli A. (1982). “On the limit analysis of steel structures in presence of shear.” J. Mecanique Theorique Appliquee 1(3) 379–401.

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