Upper bound limit analysis model for FRP–reinforced masonry curved structures. Part II: Structural analyses-Reference-Cited by-同舟云学术

Upper bound limit analysis model for FRP–reinforced masonry curved structures. Part II: Structural analyses

Published:2009-12 Issue:23-24 Volume:87 Page:1534-1558
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Milani Gabriele,Milani Enrico,Tralli Antonio

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference50 articles.

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2. Load–displacement of masonry panels with unbonded and intermittently bonded FRP. I: analytical model;Korany;J Compos Constr,2007

3. Homogenized limit analysis of FRP–reinforced masonry walls out-of-plane loaded;Milani;Comput Mech,2009

4. The safety of masonry arches;Heyman;Int J Mech Sci,1969

5. Equilibrium of shell structures;Heyman,1977

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