Plastic Hinge Length for Flanged Reinforced Concrete Shear Walls with Asymmetric Sections

被引：3

作者：

Cai, Wen-Zhe ^{[1
,2
]}

Wang, Bin ^{[2
,3
,4
]}

Shi, Qing-Xuan ^{[2
,3
]}

Wu, Meng-Zhen ^{[2
,3
]}

机构：

[1] Xian Polytech Univ, Sch Urban Planning & Municipal Engn, Xian, Shaanxi, Peoples R China

[2] Xian Univ Architecture & Technol, State Key Lab Green Bldg Western China, Xian, Shaanxi, Peoples R China

[3] Xian Univ Architecture & Technol, Sch Civil Engn, Xian, Shaanxi, Peoples R China

[4] Xian Univ Architecture & Technol, Sch Civil Engn, 13 Yanta Rd, Xian 710055, Shaanxi, Peoples R China

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2024年 / 28卷 / 10期

关键词：

Flanged RC wall; plastic hinge length; finite element method; plastic hinge analysis; T-shaped wall; STRUCTURAL WALLS; COLUMNS; DUCTILITY;

D O I：

10.1080/13632469.2024.2314699

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This research investigates the determination method, spreading mechanism and influencing factors of the plastic hinge length for asymmetrical flanged walls using the finite element method. The plastic hinge length of flanged walls under flange-in-compression loading is generally greater than that under flange-in-tension loading. Based on the results, simple equations for predicting the plastic hinge length of flanged walls and which consider the contributions of the moment gradient, diagonal shear cracks, and strain penetration are proposed. Through comparison with the existing equations and design codes, the predicted plastic hinge lengths obtained from the proposed equations accord better with the test results.

引用

页码：2883 / 2908

页数：26

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