›› 2006, Vol. 27 ›› Issue (S2): 743-747.

• 基础理论与实验研究 • 上一篇    下一篇

并联基础隔震体系的隔震层力学特性研究

张富有1,常业军2,朱 玲3   

  1. (1. 河海大学岩土工程科学研究所,南京 210098 2.盐城市土木建筑学会,江苏盐城 2240052 ; 3.江苏省南京市机场高速公路管理处,南京 211100
  • 收稿日期:2006-07-20 发布日期:2006-12-16
  • 作者简介:张富有,男,1972年生,博士,主要从事工程抗震与减振的研究。
  • 基金资助:
    河海大学创新基金项目资助(No.208440301118)。

A study of mechanical properties of seism isolation layer in parallel seism-isolation structure system

ZHANG Fu-you1 , CHANG Ye-jun2, ZHU Ling3   

  1. 1. College of civil Engineering College of Hohai University, NanJing 210098, China; 2. Yancheng Civil & Architectural Society , Yancheng 224005 China; 3. Nanjing aerodrome freeway Administer department, NanJing 211100, China
  • Received:2006-07-20 Published:2006-12-16

摘要: 并联基础隔震结构是由橡胶隔震支座与摩擦滑移隔震支座并联组合形成的隔震结构,结构中两种型式的隔震支座相互取长补短,可以有效地降低隔震结构的造价。由于两种隔震支座竖向刚度的不同,在地震作用下,隔震层发生水平位移时,将引起轴力由橡胶隔震支座向摩擦滑移支座转移,这种轴力的重新分配对整个系统是有利的,使系统可以根据水平地震作用的大小来改变系统本身的耗能能力。根据合理的假设,推导了该种结构隔震支座的轴力随水平位移的变化关系,得出摩擦滑移隔震支座的力与位移曲线呈蝶形的结论。

关键词: 并联基础隔震结构, 摩擦滑移隔震支座, 橡胶隔震支座, 隔震层

Abstract: The layer of parallel isolation structure is combined with sliding isolated bearings and rubber bearings. With the rubber bearings and the sliding isolation bearings learning from other’s strong points to offset their weakness, the parallel isolation structure is an economic system. Because the vertical stiffness of two kinds of bearings in parallel isolation structure is different, their axial forces will shift each other when the displacement of isolation layer increases under earthquake. The transfer is a self-adjustable performance of the system ,and this redistribution of axial forces is favorable to the whole system. And can make the system change its energy dissipation capacity. A according to reasonable hypothesis, the axial forces-displacement behavior of the sliding isolated bearings is deduced and the shape of their relation curve is papilionaceous, when the transfer force is considered.

Key words: parallel seism-isolation base, sliding seism-isolation support, rubber seism-isolation support, isolation layer

中图分类号: 

  • TU 352.1
[1] 张富有,刘汉龙,崔艺斌. 并联基础隔震结构的地震随机响应分析[J]. , 2006, 27(11): 1927-1930.
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