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高阻尼橡胶隔震渡槽的设计和动力性能研究

丁晓唐 周逸仁 颜云燕

水资源与水工程学报2013,Vol.24Issue(1):119-122,126,5.
水资源与水工程学报2013,Vol.24Issue(1):119-122,126,5.

高阻尼橡胶隔震渡槽的设计和动力性能研究

Research on design and dynamic performance of high damping rubber isolated aqueduct

丁晓唐 1周逸仁 1颜云燕1

作者信息

  • 1. 河海大学 土木与交通学院,江苏 南京 210098
  • 折叠

摘要

Abstract

Based on the background of the south - to - north water diversion project, the high damping rubber isolation technology was used for the isolation design of the aqueduct, the codes and design experiences of building and bridge were refered. A finite element dynamic model of the aqueduct is established , in which the fluid - structure coupling was considered by Housner model, witch was used to analyze the dynamic characteristic and seismic response of isolated aqueduct. The results show that the first three vibration modes of the isolated structure are the isolation vibration. The structural vibration modes of the high damping rubber isolated and the lead - core rubber isolated aqueduct are the same, and their natural frequencies are basically the same. The seismic characteristics of the ground motion exert a great influence on seismic response. The closer the characteristic frequency of seismic wave gets to the fundamental frequency of the structure, the greater the response of the aqueduct body and support will be, and the more obvious effects the isolation bearings will have. Under three - direction ground motion input, the peak responses of isolated aqueduct can be refered in design .

关键词

高阻尼橡胶隔震支座/渡槽/动力特性/地震响应

Key words

high damping rubber isolated bearing/ aqueduct/ dynamic characteristics/ seismic response

分类

建筑与水利

引用本文复制引用

丁晓唐,周逸仁,颜云燕..高阻尼橡胶隔震渡槽的设计和动力性能研究[J].水资源与水工程学报,2013,24(1):119-122,126,5.

基金项目

江苏省南水北调工程科技创新项目(KJCX-200701) (KJCX-200701)

水资源与水工程学报

OACSTPCD

1672-643X

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