引用本文
  • 邓志恒,秦荣.巨型框-筒悬挂阻尼控制结构体系随机振动分析[J].广西科学,2002,9(2):108-111.    [点击复制]
  • Deng Zhiheng,Qin Rong.Random Vibration Analysis for Megaframe-tube with Suspension Damping Control Systems[J].Guangxi Sciences,2002,9(2):108-111.   [点击复制]
【打印本页】 【在线阅读全文】【下载PDF全文】 查看/发表评论下载PDF阅读器关闭

←前一篇|后一篇→

过刊浏览    高级检索

本文已被:浏览 300次   下载 416 本文二维码信息
码上扫一扫!
巨型框-筒悬挂阻尼控制结构体系随机振动分析
邓志恒, 秦荣
0
(广西大学土木建筑工程学院, 南宁市西乡塘路10号 530004)
摘要:
提出1种巨型框-筒悬挂阻尼控制模型,采用结构动力学有限元方法对结构体系进行地震随机振动分析和时程分析,分析结果表明,巨型框-筒悬挂阻尼控制结构体系能有效地减小结构的地震响应。最后讨论影响控制效果的参数。
关键词:  巨型框-筒  结构控制  随机振动  有限元法
DOI:
投稿时间:2001-12-05修订日期:2002-02-20
基金项目:广西自然科学基金资助项目(0135049)。
Random Vibration Analysis for Megaframe-tube with Suspension Damping Control Systems
Deng Zhiheng, Qin Rong
(College of Civil and Architectural Engineering, Guangxi University, 10 Xixiangtanglu, Nanning, 530004, China)
Abstract:
The new model of megaframe-tube with suspension damping control systems is presented.The structural systems is analysed by the finite element method of structural dynamics. Through the random vibration analysis and time history analysis for the structure,it is effective in decreased the seismic response of the structure is reduced effectively. The influence factors and parameters of control system is discussed.
Key words:  megaframe-tube  structural control  random vibration  finite element method

用微信扫一扫

用微信扫一扫