| 叠层橡胶支座隔震结构的原型测试结果分析 |
| |
| 引用本文： | 潘开名,刘斌,刘之洋,李振波. 叠层橡胶支座隔震结构的原型测试结果分析[J]. 工业建筑, 2002, 32(1): 14-16 |
| |
| 作者姓名： | 潘开名 刘斌 刘之洋 李振波 |
| |
| 作者单位： | 1. 东北大学资源与土木工程学院,沈阳,110004
2. 东北设计院岩土部,沈阳,110014 |
| |
| 基金项目： | 辽宁省科委重点工程基金资助项目 ( 9780 6 0 11) |
| |
| 摘 要： | 对一个带有叠层橡胶支座隔震结构的原型减震台进行不同位置自然地震波的观测，根据减震台的结构设置建立了一个地基－结构动力相互作用的计算模型，然后输入观测到的自然地震加速度波形，计算减震台台面的地震响应，并把计算结果与观测结果进行比较分析，计算结果与试验结果吻合程度较好，从而验证出此计算模型有很高的可靠度。
|
| 关 键 词： | 橡胶垫隔震 动力响应 地震反应分析 原型测试 |
| 修稿时间： | 2001-07-30 |
AN EXPERIMENTAL ANALYSIS OF THE DYNAMIC INTERACTION BETWEEN BASE AND STRUCTURE FOR BASE-ISOLATION STRUCTURE WITH RUBBER-BEARING |
| |
| Pan Kaiming Liu Bin Liu Zhiyang. AN EXPERIMENTAL ANALYSIS OF THE DYNAMIC INTERACTION BETWEEN BASE AND STRUCTURE FOR BASE-ISOLATION STRUCTURE WITH RUBBER-BEARING[J]. Industrial Construction, 2002, 32(1): 14-16 |
| |
| Authors: | Pan Kaiming Liu Bin Liu Zhiyang |
| |
| Abstract: | In this paper,the observation of natural earthquake data to isolation table with steel rubber bearing is presented.A computational model about dynamic interaction between base and structure is given according to the structure of isolation table.Then the observed earthquake waves are input,and the seismic response of isolation table is calculated.To analyse and compare the computed results to the observed results show that the calculated earthquake waves are resemblance to the observed waves. |
| |
| Keywords: | rubber insert isolation dynamic response analysis of earthquake response prototype testing |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
