Stability and rocking response of non-uniform masonry arches: The ‘part-elliptical’ profile-Reference-Cited by-同舟云学术

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Stability and rocking response of non-uniform masonry arches: The ‘part-elliptical’ profile

Published:2021-02 Issue: Volume:228 Page:111519
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Leontari Aikaterini,Apostolou Marios

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. Couplet P. De la poussée des voûtes. Histoire de l’ Académie Royale des Sciences. Académie Royale des Sciences. Paris; 1729.

2. Milankovitch M. Beitrag zur theorie der druckkurven. Dissertation zur erlangung der Doktorwürde, K.K. Technische Hochschule. Vienna; 1904.

3. Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading;Alexakis;Arch Appl Mech,2014

4. Minimum thickness of elliptical masonry arches;Alexakis;Acta Mech,2013

5. The masonry arch;Heyman,1982

Cited by 2 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

1. Dynamical Collapse of Masonry Arches Under Sequences of Impulses of Horizontal Acceleration;Journal of Earthquake Engineering;2024-09-04

2. Elliptical underground concrete block bridge with minimal weight;MAG CIV ENG;2023

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