Finite element-based reliability analysis of reinforced concrete masonry walls under eccentric axial loading considering slenderness effects-Reference-Cited by-同舟云学术

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Finite element-based reliability analysis of reinforced concrete masonry walls under eccentric axial loading considering slenderness effects

Published:2024-04 Issue: Volume:304 Page:117597
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Metwally Ziead,Li Yong,Zeng Bowen

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Reference53 articles.

1. Reliability-based design of reinforced concrete columns;Mirza;Struct Saf,1996

2. Turkstra C., Ojinaga J. Towards a Canadian limit states masonry design code. Proc. 2nd Can. Mason. Symp. Carlet. Univ. Ottawa, Ontario, Canada, 1980, p. 9–11.

3. Limit states criteria for masonry construction;Ellingwood;J Struct Eng,1985

4. Model error, structural reliability and partial safety factors for structural masonry in compression;Stewart;Mason Int,2007

5. Structural reliability analysis of reinforced grouted concrete block masonry walls in compression;Zhai;Eng Struct,2010

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. An improved method for statistics estimation of out-of-plane load resistance of masonry walls using design-code models and mechanics-based finite element models;Engineering Structures;2024-11

2. Numerical Investigation of Fully Grouted Reinforced Concrete Masonry Walls under Bidirectional Loading: In-Plane Capacity Reduction due to Out-of-Plane Loading;Journal of Structural Engineering;2024-11

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