Study on the Ductility of T-Shaped Short-Limb Shear Walls(Ⅰ)

摘要：

　　In this paper,the author takes on the experiment of low cyclic load and analyzes the tenacity and ductility characteristic of the specimen,and simulates the elastic-plastic failure modes of T-shaped short-limb shear walls by using the finite element software ABAQUS and applying the damage plasticity model to select the proper unit type.Results indicate that the mechanical behavior of T-shaped short-limb shear walls under the condition of horizontal load force may be accurately simulated by the method proposed in this paper.

关键词： T-shaped short-limb shear walls ABAQUS ductility elastic and plastic analysis

作者: Di Guo Hua Feng Zhipeng Li Jieyu Liu

作者单位: Xian University of Architecture and Technology, Xian, Shaanxi 710055, China XuHui Architecture Design institute, Henan 450008, China Hehan City Urban Planning Design institute, Henan 450000, China

会议类型: 国际会议

会议名称: 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))

会议地点: 郑州

会议语种:英文

页码: 631-634

在线出版日期: 2012-09-22（万方平台首次上网日期，不代表论文的发表时间）