Failure Analysis of Skewed Persian Brick Masonry Barrel Vaults: Experimental and Numerical Study-Reference-Cited by-同舟云学术

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Failure Analysis of Skewed Persian Brick Masonry Barrel Vaults: Experimental and Numerical Study

Published:2023-12 Issue:6 Volume:37 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Sinaei Saeid¹,Izadi Zaman Abadi Esmaeel²,Hoseini Seyed Jalil³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Najafabad Branch, Islamic Azad Univ., Najafabad 85141-43131, Iran.

2. Assistant Professor, Dept. of Civil Engineering, Najafabad Branch, Islamic Azad Univ., Najafabad 85141-43131, Iran (corresponding author).

3. Assistant Professor, Dept. of Civil Engineering, Najafabad Branch, Islamic Azad Univ., Najafabad 85141-43131, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPCFEV.CFENG-4495

Reference38 articles.

1. The post strengthening of the masonry vaults by the Ω-Wrap technique based on the use of C-FRP

2. A parametric model for ribbed masonry vaults

3. ANSYS. 2017. Basic analysis guide for ANSYS 19. Canonsburg, PA: ANSYS.

4. Effectiveness of Textile Reinforced Mortar (TRM) materials for the repair of full-scale timbrel masonry cross vaults

5. Two non-linear finite element models developed for the assessment of failure of masonry arches

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