Author:
Gáspár Orsolya,Sajtos István,Sipos András A.
Subject
Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation
Reference36 articles.
1. Equilibrium of pointed, circular, and elliptical masonry arches bearing vertical walls;Aita;J. Struct. Eng.,2012
2. Looking at the collapse modes of circular and pointed masonry arches through the lens of Durand-Claye’s stability area method;Aita;Arch. Appl. Mech.,2019
3. Aita, D., Sinopoli, A., 2020. Revisiting Monasterio’s unpublished manuscript: a critical review of the collapse modes analysis of non-symmetric and symmetric masonry arches. Int. J. Architect. Heritage 27;14(5), 762–793.
4. Limit equilibrium analysis of masonry arches;Alexakis;Arch. Appl. Mech.,2015
5. When Heyman’s safe theorem of rigid block systems fails: non-Heymanian collapse modes of masonry structures;Bagi;Int. J. Solids Struct.,2014
Cited by
7 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献