Seismic capacity of buttressed masonry arches
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference42 articles.
1. “Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading”;Alexakis;Arch Appl Mech,2014
2. Singular stress fields for masonry-like vaults;Angelillo;Continuum Mech Thermodyn,2013
3. Singular stress fields in masonry structures: Derand was right;Angelillo;Meccanica,2014
4. “Damage and performance evaluation of masonry churches in the, L’Aquila earthquake”;Brandonisio;Eng Fail Anal,2013
5. Closed form solution for predicting the horizontal capacity of masonry portal frames through limit analysis and comparison with experimental test results;Brandonisio;Eng Fail Anal,2015
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1. A novel impact model for the rocking motion of masonry arches;Meccanica;2023-10
2. Efficiency of Buttress Form on the Out-of-plane Resistance of Masonry Walls Subjected to Vault Thrust;Tehnicki vjesnik - Technical Gazette;2023-08-15
3. Parametric analysis of masonry arches following a limit analysis approach: Influence of joint friction, pier texture, and arch shallowness;Mathematics and Mechanics of Solids;2023-07-11
4. Dynamic analysis of masonry arches using Maxwell damping;Structures;2023-03
5. Proposal of a simple expression for predicting the horizontal capacity of masonry walls;Procedia Structural Integrity;2023
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