| 建筑结构的空间整体分析 |
| |
| 引用本文： | 李佩勋,张马俊.建筑结构的空间整体分析[J].工业建筑,1996,26(8):28-31,44. |
| |
| 作者姓名： | 李佩勋 张马俊 |
| |
| 作者单位： | 冶金部建筑研究总院 |
| |
| 摘 要： | 为了准确地对建筑结构进行动力和静力分析，提出了考虑楼板变形的结构空间整体计算模型，并根据此模型编制了相应的结构分析程序，最后，在考虑剪力墙平面内和平面外变形的基础上，对其单元分析模型进行了探讨，推导了剪力墙单元刚度矩阵．
|
| 关 键 词： | 楼板剪切变形，空间整体分析模型，剪力墙单元分析模型 |
SPATIAL ENTIRE ANALYSIS OF BUILDING STRUCTURE |
| |
| Li Peixun,Zhang Majun,Zhang Nairong.SPATIAL ENTIRE ANALYSIS OF BUILDING STRUCTURE[J].Industrial Construction,1996,26(8):28-31,44. |
| |
| Authors: | Li Peixun Zhang Majun Zhang Nairong |
| |
| Abstract: | In order to make the static and dynamic analysis of building structure,a spatial entire analysis mode considering the shear displacements of floor is presented.According to this mode, a calculating program is compiled.Finally,on the basis of cosidering the displacements in and out of it's plane of shear wall,analysis mode of shear wall is discussed.Then,the stiffness matrix of shear wall is derived. |
| |
| Keywords: | the shear displacements of floor spital entire analysis mode the analysis mode of shear wall |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
