| 地震作用下短肢剪力墙结构的破坏形态研究 |
| |
| 引用本文： | 彭飞,程文瀼,陆和燕,黄东升,汪杰,魏大平. 地震作用下短肢剪力墙结构的破坏形态研究[J]. 工程抗震与加固改造, 2006, 28(5): 60-62 |
| |
| 作者姓名： | 彭飞 程文瀼 陆和燕 黄东升 汪杰 魏大平 |
| |
| 作者单位： | 东南大学混凝土及预应力混凝土结构教育部重点实验室,江苏,南京,210096;南京航空航天大学,江苏,南京,210016;南京市民用建筑设计研究院,江苏,南京,210002 |
| |
| 摘 要： | 分析了短肢剪力墙结构的破坏机理及耗能方式，并与试验结果进行了对比，得出了短肢剪力墙结构具有破坏方式比较合理，抗震能力较好的结论。
|
| 关 键 词： | 剪力墙 短肢剪力墙 耗能 |
| 文章编号： | 1002-8412(2006)05-0060-03 |
| 收稿时间： | 2006-03-22 |
| 修稿时间： | 2006-03-22 |
Study on Failure Mode of Short-pier Shear Wall Structure under Earthquake |
| |
| Peng Fei,Cheng Wen-rang,Lu He-yan,Huang Dong-sheng,Wang Jie,Wei Da-ping. Study on Failure Mode of Short-pier Shear Wall Structure under Earthquake[J]. Earthquake Resistant Engineering and Retrofitting, 2006, 28(5): 60-62 |
| |
| Authors: | Peng Fei Cheng Wen-rang Lu He-yan Huang Dong-sheng Wang Jie Wei Da-ping |
| |
| Affiliation: | 1. Education Ministry Key Laboratory of Concrete and Prestressed Concrete Structure, Southeast University, Nanjing 210096, China ; 2. Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China ; 3. Nanfing Civil Architeiture Design Institute, Nanjing 210002, China |
| |
| Abstract: | The failure mechanism and the energy-absorbing capacity of short-pier shear wall structure are analyzed in this paper. Further more, the theoretical results are compared with experimental data. Consequently, it is obtained that the failure mode of short-pier shear wall structure is reasonable and the aseismatic capacity of this kind of structure is excellent. |
| |
| Keywords: | shear wall short-pier shear wall energy-absorbing |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
