MECHANICAL ANALYSIS OF CANTILEVERED RIGID STEEL PLATE SHEAR WALL

Authors

  • Jing Fan China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou, Guangdong 510000, China , China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei, Anhui 230000, China
  • RuiRong Liang China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou, Guangdong 510000, China , China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei, Anhui 230000, China
  • BaoAn Zhang (Corresponding Author) China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou, Guangdong 510000, China , China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei, Anhui 230000, China
  • Wei Cao China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou, Guangdong 510000, China , China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei, Anhui 230000, China
  • YiMing Wang China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou, Guangdong 510000, China , China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei, Anhui 230000, China
  • XunYin Liu China Construction Fourth Engineering Bureau Co., Ltd. Guangzhou, Guangdong 510000, China , China Construction Fourth Engineering Bureau Sixth Construction Co., Ltd. Hefei, Anhui 230000, China

Keywords:

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

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.

References

[1] Kan Zhihao. Seismic performance design and verification of cantilever conversion structure residential buildings. Sichuan Cement, 2024(05): 124-128.

[2] Li Hongqiang, Zhang Mingchao, Li Jie, et al. Design analysis of long cantilever steel structure - taking Zhengzhou International Cultural Exchange Center Hotel as an example. Group Technology and Production Modernization, 2024, 41(01): 42 -46.

[3] Feng Xiaotian, Hao Jiping, Yu Jinguang. Research on the seismic performance of sandwich corrugated CFRP-steel composite plate shear walls. Journal of Building Structures, 2024, 45(09): 69-82.

[4] Cao Zezheng. Research and application of steel plate concrete composite shear wall construction technology. Construction Mechanization, 2024, 45(05): 102-103.

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Published

2024-01-01

Issue

Section

Research Article

DOI:

How to Cite

Fan, J., Liang, R., Zhang, B., Cao, W., Wang, Y., Liu, X. (2024). Mechanical Analysis Of Cantilevered Rigid Steel Plate Shear Wall. Eurasia Journal of Science and Technology, 1(1), 4-8. https://doi.org/10.61784/mjet3003