中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2006, Vol. 25 ›› Issue (5): 24-27.

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The theory analysis of two kinds of bridge rubber bearing for isolated function

GUO Xiang-ming,XIAO Sheng-xie   

  1. School of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074, China
  • Received:2005-08-22 Revised:2015-05-18 Online:2006-10-15 Published:2015-05-18

对桥梁两种橡胶支座减隔震性能的理论分析

国祥明,肖盛燮   

  1. 重庆交通大学土木建筑学院,重庆 400074
  • 作者简介:国祥明(1981—) ,男,山东泰山人,硕士生,从事桥梁工程的抗震研究.

Abstract: In this paper , The normal rubber bearing(RB) and lead rubber bearing(LRB) are analyzed by applying designing principle of isolation on the basis of linar-elastic model. After pointing out the defect of normal rubber bearing(RB) , the authors mainly analyze key parameters, for example, primate stiffness、yield rigid、lead diameter and talk over the effects by key parameters on Isolated Function. In the end, we point out the advantage of lead rubber bearing(LRB) and how it overcomes the defect of normal rubber bearing(RB) .

Key words: lead rubber bearing(LRB) , normal rubber bearing(RB) , Isolation

摘要: 笔者在文中对桥梁板式橡胶支座和铅芯橡胶支座在建立线弹性模型基础上,利用减隔震设计原理对其性能进行理论分析.在指出板式橡胶支座的不足之后,进一步对铅芯橡胶支座的主要参数如初始刚度、屈服刚度、铅芯直径等对其减隔震功能的影响进行了分析.通过分析指出铅芯橡胶支座的优点以及它是如何克服了板式橡胶支座不足的.

关键词: 铅芯橡胶支座, 板式橡胶支座, 减隔震

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