|
|||||
|
|
| 双肢短肢剪力墙结构弹塑性拟静力分析 | |
| 引用本文： | 王建祥,胡景龙,苏枋,李青宁,于建军.双肢短肢剪力墙结构弹塑性拟静力分析[J].新疆农业大学学报,2006,29(1):75-78. |
| 作者姓名： | 王建祥 胡景龙 苏枋 李青宁 于建军 |
| 作者单位： | 1. 新疆农业大学,水利与土木工程学院,乌鲁木齐,830052 2. 西安建筑科技大学,土木工程学院,西安,710055 3. 河北科技师范学院,土木建筑系,秦皇岛,066004 |
| 摘 要： | 利用有限元分析软件ANSYS．对短肢哟力墙结构，从弹性到混凝土开裂直至破坏的全过程进行了模拟试验分析。试验分析了影响短肢剪力墙受力的几种因素：墙肢截面高厚比、混凝土强度等级、连梁跨高比、轴压比对短肢剪力墙承载能力和变形能力的影响。试验结果表明；截面高厚比在6．5左右时，承载能力和变形能力较高。连淤的屈服先于墙肢的屈服，属于强肢弱梁型结构。 |
| 关 键 词： | 短肢剪力墙 弹塑性 仿真分析 |
| 文章编号： | 1007-8614(2006)01-0075-04 |
| 修稿时间： | 2005年11月20 |
Elastic-plastic Analysic of Short-leg Shear Wall Structure with Simulative Static Test |
|
| WANG Jian-xiang,HU Jing-long,SU Fang,LI Qing-ning,YU Jian-jun.Elastic-plastic Analysic of Short-leg Shear Wall Structure with Simulative Static Test[J].Journal of Xinjiang Agricultural University,2006,29(1):75-78. | |
| Authors: | WANG Jian-xiang HU Jing-long SU Fang LI Qing-ning YU Jian-jun |
| Abstract: | Simulative analysis on short-leg shear wall was conducted using the general FEA program ANSYS,and the whole process from concrete elastic to plastic until crush was revealed.Some factors which may influent its load-carrying and deformation capacity such as sectional depth-thickness ratio,concrete strength-grade, span-depth ratio of couple beam,ratio of axial compressive force to ultimate capacity were discussed.The result revealed that when the sectional depth-thickness ratio was 6.5,the load-carrying and deformation capacity were relatively high.Couple beam yielded before the leg. |
| Keywords: | short-leg shear wall elastic-plastic simulative analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |