Reliability-Based Assessment of a Masonry Arch Bridge Considering Random Stereotomy-Reference-Cited by-同舟云学术

Reliability-Based Assessment of a Masonry Arch Bridge Considering Random Stereotomy

Published:2023-11 Issue:4 Volume:28 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Fadel Mohamed Taha¹^ORCID,Rguig Mustapha²,El Aroussi Mohamed³,Saadane Rachid³

Affiliation:

1. Ph.D. Candidate, Research Team on Construction Engineering, Hassania School of Public Works, Km 7 Rd. of El Jadida, Casablanca 20230, Morocco (corresponding author). ORCID: .

2. Professor, Research Team on Construction Engineering, Hassania School of Public Works, Km 7 Rd. of El Jadida, Casablanca 20230, Morocco.

3. Professor, Laboratory of Systems Engineering, Hassania School of Public Works, Km 7 Rd. of El Jadida, Casablanca 20230, Morocco.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1310

Reference59 articles.

1. Information Theory and an Extension of the Maximum Likelihood Principle

2. The effect of arch geometry on the structural behavior of masonry bridges

3. The effect of geometry on the structural capacity of masonry arch bridges

4. Bourinet J.-M. 2010. “FERUM 4.1 user’s guide.” Accessed September 3 2022. https://www.sigma-clermont.fr/en/ferum.

5. Assessment of Multispan Masonry Arch Bridges. I: Simplified Approach

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