会议专题

Study on the Property of Ductility of T-Shaped Short-Shear Walls(Ⅱ)

  Based on the experimental study,this paper analyzes the strength and ductility of T-shaped short-shear walls and studies the measures to improve the ductility of specimens by adjusting its sectional reinforcement form.Using finite element software ABAQUS to simulate the elastic and plastic damage process of T-shaped short-shear walls after adjusting the sectional reinforcement,and then to analyze the force characteristic and ductility of the structural elements.The results indicate that under the premise of keeping the total quantities of sectional reinforcement basically constant,the proposed method can effectively improve the ductility of T-shaped short-shear walls while the webs are compressed and the reinforcement form is reasonable.

T-shaped short-shear walls ductility elastoplastic analysis reinforcement form

Zhipeng Li Di Guo Hua Feng Jieyu Liu

XuHui Architecture Design institute, Henan 450008, China Xian University of Architecture and Technology, Xian 710055, China Hehan City Urban Planning Design institute, Zhengzhou 450000, China

国际会议

The International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (2012土木建筑与可持续基础设施工程国际会议(ICCEASI2012))

郑州

英文

635-639

2012-09-22(万方平台首次上网日期,不代表论文的发表时间)