| 钢连梁剪切屈服型混合连肢墙体系节点滞回性能有限元分析 |
| |
| 引用本文： | 王丽,苏明周,徐明,宋安良. 钢连梁剪切屈服型混合连肢墙体系节点滞回性能有限元分析[J]. 水利与建筑工程学报, 2011, 9(2): 11-14,19 |
| |
| 作者姓名： | 王丽 苏明周 徐明 宋安良 |
| |
| 作者单位： | 西安建筑科技大学土木工程学院; |
| |
| 基金项目： | 国家自然科学基金(50878182); 陕西省自然科学基金(SJ08E209) |
| |
| 摘 要： | 在高层建筑连肢墙体系的设计中,为了提高钢筋混凝土连续梁的抗震性能,其设计和施工的难度相应增加,因此采用型钢连梁代替钢筋混凝土连梁.为了研究这种新型结构体系节点的滞回性能,采用有限元软件ABAQUS建立钢连梁剪切屈服型混合连肢墙的非线性有限元模型,对钢连梁在循环荷载作用下的滞回性能、核心区应力分布进行了分析,并且考虑了轴...
|
| 关 键 词： | 混合连肢墙 钢连梁 滞回性能 剪切屈服 有限元分析 |
FEM Analysis on Hysteretic Behavior of Shear-critical Steel Coupling Beam-column Connection in Hybrid Coupled Shear Wall System |
| |
| WANG Li,SU Ming-zhou,XU Ming,SONG An-liang. FEM Analysis on Hysteretic Behavior of Shear-critical Steel Coupling Beam-column Connection in Hybrid Coupled Shear Wall System[J]. Journal of Water Resources Architectural Engineering, 2011, 9(2): 11-14,19 |
| |
| Authors: | WANG Li SU Ming-zhou XU Ming SONG An-liang |
| |
| Affiliation: | WANG Li,SU Ming-zhou,XU Ming,SONG An-liang(College of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an,Shaanxi 710055,China) |
| |
| Abstract: | Steel coupling beams are substituted for the reinforced concrete beams to improve the seismic behavior of coupled shear wall system and overcome the difficulties of design and construction of the latter.The nonlinear finite element model of shear-critical coupling beam-wall connection in a hybrid coupled shear wall is developed by FEM software ABAQUS for numerical simulation in this article,so as to obtain the hysteresis response and the stress distribution in core region under cyclic loading by the analysi... |
| |
| Keywords: | hybrid coupled wall steel coupling beam hysteretic behavior shear critical finite element analysis |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
