|
|||||
|
|
| 型钢混凝土短肢剪力墙承载力分析 | |
| 引用本文： | 梁伟,于凌燕,阮宗波. 型钢混凝土短肢剪力墙承载力分析[J]. 山西建筑, 2011, 37(22): 49-50 |
| 作者姓名： | 梁伟 于凌燕 阮宗波 |
| 作者单位： | 1. 青岛理工大学工程质量检测鉴定中心,山东,青岛,266033 2. 青岛民用建筑设计院有限公司,山东,青岛,266033 3. 青岛北洋建筑设计有限公司,山东,青岛,266026 |
| 摘 要： | 以截面高厚比为参数,利用有限元软件ANSYS对型钢混凝土短肢剪力墙试件进行了非线性有限元模拟分析,试验表明,截面高厚比是影响型钢混凝土短肢剪力墙受力性能的一个重要参数,随着截面高厚比的增大,型钢混凝土短肢剪力墙的承载力和刚度同时增大,而且增大的幅度比较大。 |
| 关 键 词： | 短肢剪力墙 有限元 型钢 承载力 |
On analysis of bearing capacity of short-leg shearing walls of steel reinforced concrete |
|
| LIANG Wei,YU Ling-yan,RUAN Zong-bo. On analysis of bearing capacity of short-leg shearing walls of steel reinforced concrete[J]. Shanxi Architecture, 2011, 37(22): 49-50 | |
| Authors: | LIANG Wei YU Ling-yan RUAN Zong-bo |
| Affiliation: | LIANG Wei YU Ling-yan RUAN Zong-bo |
| Abstract: | Taking the depth-thickness ratio of the section as the parameter,the paper adopts finite elementary software ANSYS,to undertake the non-liner finite elementary simulation analysis of the trial part of the short-leg shearing walls of steel reinforced concrete,experiment proves the depth-thickness ratio of the section is the important parameter which influence the stressed performance of the depth-thickness ratio of the section,and indicates the bearing capacity and the stiffness of the short-leg shearing wal... |
| Keywords: | short-leg shearing walls finite element steel bearing capacity |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |
