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60mK8型单层球面网壳减震研究
引用本文:于志伟.60mK8型单层球面网壳减震研究[J].低温建筑技术,2008(1):77-78.
作者姓名:于志伟
作者单位:哈尔滨工业大学,土木工程学院,哈尔滨,150090
摘    要:对跨度为60m的K8型单层球面网壳进行了支座减震分析。结合对结构在有控和无控状态下自振特性的分析,阐述了单层球面网壳结构的减震控制原理,并在频遇地震作用下,进行了减震效果分析。

关 键 词:单层球面网壳  地震作用  减震控制
文章编号:1001-6864(2008)01-0077-02
收稿时间:2007-06-11
修稿时间:2007年6月11日

STUDY ON VIBRATION REDUCTION OF 60-METER SINGLE-LAYER RETICULATED DOMES UNDER EARTHQUAKES
YU Zhi-wei.STUDY ON VIBRATION REDUCTION OF 60-METER SINGLE-LAYER RETICULATED DOMES UNDER EARTHQUAKES[J].Low Temperature Architecture Technology,2008(1):77-78.
Authors:YU Zhi-wei
Affiliation:YU Zhi-wei(College of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China)
Abstract:In this paper, vibration reducing analysis was carried out for K8 single- layer reticulated domes in which all horizontal pin supports were replaced by spring supports. The differences of the frequencies between uncontrolled and controlled structures were studied in order to illustrate the vibration reducing mechanism of the reticulated domes. The vibration reducing effects were compared under frequent earthquakes. The results indicated that vibration reducing technique can control the reactions of the reticulated dome effectively.
Keywords:single- layer reticulated dome  seismic action  vibration reducing control
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