| 地震区框架-剪力墙结构最优剪力墙数量的研究 |
| |
| 引用本文： | 黄世敏,魏琏,程绍革,衣洪建,赵斌.地震区框架-剪力墙结构最优剪力墙数量的研究[J].工程抗震与加固改造,2003(1):1-5. |
| |
| 作者姓名： | 黄世敏 魏琏 程绍革 衣洪建 赵斌 |
| |
| 作者单位： | 中国建筑科学研究院,北京,100013 |
| |
| 摘 要： | 本文从沿高变刚度框剪结构协同分析的连续 离散化分析原理出发 ,提出了确定地震区沿高变刚度框剪结构剪力墙最优数量的简化计算方法。首次提出了采用竖向构件分类的方法确定最优剪力墙数量。本文方法具有较高的精度 ,可用于结构的初步设计阶段
|
| 关 键 词： | 框架-剪力墙结构 连续离散化分析 剪力墙最优数量 |
A Study on the Optimal Quantity of Shear Walls for Frame-Shear Wall Structures in Earthquake Zone |
| |
| Huang Shimin et al.A Study on the Optimal Quantity of Shear Walls for Frame-Shear Wall Structures in Earthquake Zone[J].Earthquake Resistant Engineering and Retrofitting,2003(1):1-5. |
| |
| Authors: | Huang Shimin |
| |
| Affiliation: | Huang Shimin et al |
| |
| Abstract: | In this paper,based on the principle of continuous-discretized analysis of interactive frame-shear wall structures with variable stiffness along the height,a simplified calculation method for determining the optimal quantity of the shear walls is presented.A method using the classification of vertical members is introduced in the paper.This method is proved to be accurate enough for use in the structural design of tall buildings in earthquake zone during the preliminary stage of design |
| |
| Keywords: | frame-shear wall structure continuous-discretized analysis optimal quantity of shear wall |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
