Hinging Mechanisms of Masonry Single-Nave Barrel Vaults Subjected to Lateral and Gravity Loads-Reference-Cited by-同舟云学术

Hinging Mechanisms of Masonry Single-Nave Barrel Vaults Subjected to Lateral and Gravity Loads

Published:2017-06 Issue:6 Volume:143 Page:04017026
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Alexakis Haris¹,Makris Nicos²

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816.

2. Professor, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816; Member, Office of Theoretical and Applied Mechanics, Academy of Athens, Athina 106 79, Greece (corresponding author).

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%29ST.1943-541X.0001762

Reference28 articles.

1. Minimum thickness of elliptical masonry arches

2. Limit equilibrium analysis and the minimum thickness of circular masonry arches to withstand lateral inertial loading

3. Limit equilibrium analysis of masonry arches

4. Validation of the Discrete Element Method for the Limit Stability Analysis of Masonry Arches

5. Introduction to dynamics of stone arches

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