Accuracy of stochastic finite element analyses for the safety assessment of unreinforced masonry shear walls-Reference-Cited by-同舟云学术

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Accuracy of stochastic finite element analyses for the safety assessment of unreinforced masonry shear walls

Published:2024-09-10 Issue: Volume: Page:1-30
ISSN:1028-6608
Container-title:Civil Engineering and Environmental Systems
language:en
Short-container-title:Civil Engineering and Environmental Systems

Author:

Gooch Lewis J.¹²,Stewart Mark G.²,Masia Mark J.¹

Affiliation:

1. Centre for Infrastructure Performance and Reliability, The University of Newcastle, Callaghan, Australia

2. Centre for Built Infrastructure Resilience, University of Technology Sydney, Ultimo, Australia

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/10286608.2024.2400960

Reference49 articles.

1. Simplified analytical models for partially grouted reinforced masonry shear walls

2. ASTM International. 2011. Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Vertical Elements of the Lateral Force Resisting Systems for Buildings. West Conshohocken: ASTM International.

3. British Standards Institution. 2005. BS EN1996-1-1: Eurocode 6: Design of masonry structures – Part 1-1: General Rules for Reinforced and Unreinforced Masonry Structures. London: British Standards Institution.

4. Canadian Standards Association. 2014. CSA S304-14: Design of Masonry Structures. Mississauga: Canadian Standards Association.

5. CEN. 2002. EN1052-3: Methods of Test for Masonry. Part 3: Determination of Initial Shear Strength. Brussels: European Committee for Standardization.

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