| 高层框架—核心筒体减震结构模型试验 |
| |
| 引用本文： | 张祖光,吴健生.高层框架—核心筒体减震结构模型试验[J].天津大学学报(自然科学与工程技术版),1994,27(4):494-500. |
| |
| 作者姓名： | 张祖光 吴健生 |
| |
| 摘 要： | 通过单层，三层结构模型的动力试验结果，表明在框架－核心筒体结构体系内安装减震器后，减震效果显著，试验与计算结果吻合较好，说明了计算理论的正确性。
|
| 关 键 词： | 框架 筒体体系 高层结构 |
SHAKING TABLE TEST OF MODELS OF TALL FRAME-CORE TUBE STRUCTURAL SYSTEM EQUIPPED WITH ENERGY ABSORBERS |
| |
| Zhang Zuguang, Zhao Tong, Wu Jiansheng.SHAKING TABLE TEST OF MODELS OF TALL FRAME-CORE TUBE STRUCTURAL SYSTEM EQUIPPED WITH ENERGY ABSORBERS[J].Journal of Tianjin University(Science and Technology),1994,27(4):494-500. |
| |
| Authors: | Zhang Zuguang Zhao Tong Wu Jiansheng |
| |
| Affiliation: | Zhang Zuguang; Zhao Tong; Wu Jiansheng (Dept. of Civil Engineering) (Architectural Design and Research Institute) |
| |
| Abstract: | n order to compare the dynamic responses of frame-core tube structural systems with and without energy absorbers, we carried out dynamic experiments of single-story and three-story models on a shaking table. The experimental results show thatenergy absorbers can remarkably diminish the dynamic response of the structures, and the use of energy absorbers introduces an effective additional damping into the structural system. The results obtained from the dynamic response analysis are essentially close to those obtained from experiments. |
| |
| Keywords: | tall frame-core tube structural system energy absorber model test |
| 本文献已被 CNKI 维普 等数据库收录！ |
