| 围护墙多功能减震结构的减震性能 |
| |
| 引用本文： | 张红彬,何明胜,刘成钢.围护墙多功能减震结构的减震性能[J].石河子大学学报,2009,27(5):637-641. |
| |
| 作者姓名： | 张红彬 何明胜 刘成钢 |
| |
| 作者单位： | 石河子大学水利建筑工程学院,石河子832003 |
| |
| 基金项目： | 国家自然科学基金项目 |
| |
| 摘 要： | 围护墙多功能减震结构是一种新型减震结构，具有调频质量减震和阻尼耗能减震等多种减震功能。本文阐述了该种减震结构的布置方案和工作原理，建立了结构动力模型并给出减振结构运动方程；通过九层抗震框架与多功能减震结构模型，运用有限元分析软件SAP2000进行了结构地震反应线性时程分析，抗震结构和减震结构动力响应的比较结果表明减震结构方案具有明显减震效果。
|
| 关 键 词： | 围护墙 多功能减震系统 时程分析 减震效果 |
A The Behavior of Multi-functional Vibration-absorption Enclosure Walls Structures |
| |
| ZHANG Hongbin,HE Mingsheng,LIU Chenggang.A The Behavior of Multi-functional Vibration-absorption Enclosure Walls Structures[J].Journal of Shihezi University(Natural Science),2009,27(5):637-641. |
| |
| Authors: | ZHANG Hongbin HE Mingsheng LIU Chenggang |
| |
| Institution: | ( College of Water Conservancy and Architectural Engineering, Shihezi University, Shihezi 832003, China) |
| |
| Abstract: | As a new type of vibration suppression structure, MVEW （ Muhifunctional Vibration-absorption to Enclosing Walls） have muhi energy dissipation functions as TMD and damping energy dissipation. In this article, the structural arrangement scheme and mechanism are presented ,followed by the establishment of the dynamic model, which leads to the motion equation of the system. With SAP2000, the linear time-history seismic analysis for a 9- floor-frame is performed. The result of the comparison between the different dynamic responses MVEW and antiseismic structure shows that MVEW has an obvious vibration-absorption effect. |
| |
| Keywords: | enclosure walls multifunctional vibration-absorption system time-history analysis seismic response reduction |
| 本文献已被 维普 万方数据 等数据库收录！ |
|
