| 影响密肋复合墙板协同工作的因素 |
| |
| 引用本文： | 谷俊斌,闫鑫.影响密肋复合墙板协同工作的因素[J].兰州理工大学学报,2011,37(1):117-120. |
| |
| 作者姓名： | 谷俊斌 闫鑫 |
| |
| 作者单位： | 内蒙古科技大学,工程力学系,内蒙古,包头,014010 |
| |
| 摘 要： | 为研究密肋复合墙板协同工作的主要影响因素,建立2种不同规格的密肋复合墙板模型并进行单调加载计算,讨论砌块对结构协同工作受力性能和结构变形的影响.计算表明:在相同的试验条件下,不同规格的密肋复合墙板应力、应变及变形有很大不同.在外部荷载作用下,试件IFH-11主要由框格来承担外力,填充砌块承担的几乎为0,试件IFH-12...
|
| 关 键 词： | 密肋复合墙板 协同工作 非线性有限元 影响因素 |
Influencing factor on cooperative work of multi-ribbed composite wall plate |
| |
| GU Jun-bin,YAN Xin.Influencing factor on cooperative work of multi-ribbed composite wall plate[J].Journal of Lanzhou University of Technology,2011,37(1):117-120. |
| |
| Authors: | GU Jun-bin YAN Xin |
| |
| Institution: | GU Jun-bin,YAN Xin(Department of Engineering Mechanics,Inner Mongolia University of Science and Technology,Baotou 014010) |
| |
| Abstract: | Two different models of multi-ribbed composite wall plate were set up for the case of vertical and horizontal load in order to perform the evaluation of monotonic loading.The influence of masonry unit on the kinetic performance of cooperative work of main factors of multi-ribbed composite wall and its deformation was discussed.The computation showed that stress,strain and deformation in the multi-ribbed composite wall were very different in identical experimental conditions.Under external loads,the framed b... |
| |
| Keywords: | multi-ribbed composite wall plate cooperative work nonlinear finite element influencing factor |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
