Author(s)

Jing Fan^1,2, RuiRong Liang^1,2, BaoAn Zhang^1,2,*, Wei Cao^1,2, YiMing Wang^1,2, XunYin Liu^1,2

Affiliation(s)

¹China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou, Guangdong 510000, China.

²China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei, Anhui 230000, China.

Corresponding Author

BaoAn Zhang

ABSTRACT

This paper studies and analyzes the stress characteristics of cantilevered rigid steel plate shear walls in detail. By establishing a mathematical model and using the principles of engineering mechanics, the stress behavior of cantilevered rigid steel plate shear walls under different loading conditions is deeply discussed, mainly analyzing the cracks after pouring concrete in the cantilevered wall. Through simulation analysis and experimental verification, the performance of the structure is evaluated, providing a theoretical basis and reference value for its application in engineering practice.

KEYWORDS

Cantilevered rigid steel plate shear wall; Stress analysis; Cracks; Numerical simulation

CITE THIS PAPER

Jing Fan, RuiRong Liang, BaoAn Zhang, Wei Cao, YiMing Wang, XunYin Liu. Mechanical analysis of cantilevered rigid steel plate shear wall. Multidisciplinary Journal of Engineering and Technology. 2024, 1(1): 4-8. DOI: 10.61784/mjet3003.

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