Design Principle and Theoretical Model of Multi-spherical Sliding Isolation Bearing

刘卫刚; 韩强; 杜修力; 亓路宽

doi:10.13409/j.cnki.jdpme.2012.04.008

您当前的位置：

首页 >

文章列表页 >

Design Principle and Theoretical Model of Multi-spherical Sliding Isolation Bearing

更新时间：2025-12-11

- Design Principle and Theoretical Model of Multi-spherical Sliding Isolation Bearing
- Vol. 32, Issue 4, Pages: 417-422(2012)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：10.13409/j.cnki.jdpme.2012.04.008
  CLC： 442.55
- Published：2012
- 稿件说明：
移动端阅览
[1]刘卫刚,韩强,杜修力,亓路宽.多球面滑动摩擦隔震支座的设计原理和理论模型[J].防灾减灾工程学报,2012,32(04):417-422.

刘卫刚, 韩强, 杜修力, et al. Design Principle and Theoretical Model of Multi-spherical Sliding Isolation Bearing[J]. 2012, 32(4): 417-422.
[1]刘卫刚,韩强,杜修力,亓路宽.多球面滑动摩擦隔震支座的设计原理和理论模型[J].防灾减灾工程学报,2012,32(04):417-422. DOI： 10.13409/j.cnki.jdpme.2012.04.008.

刘卫刚, 韩强, 杜修力, et al. Design Principle and Theoretical Model of Multi-spherical Sliding Isolation Bearing[J]. 2012, 32(4): 417-422. DOI： 10.13409/j.cnki.jdpme.2012.04.008.

摘要

介绍一种用于桥梁抗震的多球面滑动摩擦隔震支座

分析这种支座的设计原理

阐明其构造特点

分析了其工作机理和滑动隔震过程

并由此建立了该隔震支座的力—位移关系恢复力模型。理论分析表明

该支座除具备完善的减隔震支座所要求的功能之外

还构造简单、隔震机理清楚、数学物理模型明确

能够满足实际应用中简单性的要求。此外

该支座在不同强度的外部激励下

可以表现出不同的阻尼和刚度。并且具备单独优化性能

即该支座可以基于多性能目标或多水准地震

对于给定的桥梁隔震系统的各个参数分别进行优化。这两种特性使得该支座适合多水准地震动作用下

基于性能的隔震桥梁抗震设计。

Abstract

A novel multi-spherical sliding isolation bearing for aseismic design of bridges is developed.The design principle

configuration characteristics

operational and sliding mechanism of this isolator is explained in this paper

and the restoring model of load-displacement relationship of this bearing is presented according to these.The bearing has perfect performance

simple structure

clear mechanism of isolation as well as explicit mathematical and physical model. It can meet the practical application of the requirements of simplicity

and

it shows smart stiffness and smart damping behavior under intensity amplitudes external excitation.Furthermore

it can optimize the parameters of an isolation system for a given bridge based on multiple performance objectives or multiple earthquake levels.These characteristics make the proposed bearing suits for performance-based seismic design of bridges for multiple levels of ground shaking.

关键词

Keywords

references

双曲面球型减隔震支座的开发及应用 [J]. 彭天波,李建中,范立础. 同济大学学报(自然科学版) . 2007(02)

自适应多球面摩擦滑动隔震支座 [P]. 杜修力,韩强,亓路宽,王利辉,刘卫刚. 中国专利:CN201560504U,

Seismic response characteristics of bridges using double concave friction pendulum bearings with tri-linear behavior [J] . Young-Suk Kim,Chung-Bang Yun. Engineering Structures . 2007 (11)

Finite element formulations and theoretical study for variable curvature friction pendulum system [J] . C.S. Tsai,Tsu-Cheng Chiang,Bo-Jen Chen. Engineering Structures . 2003 (14)

Experimental study of bridge seismic sliding isolation systems [J] . P. Tsopelas,M.C. Constantinou. Engineering Structures . 1996 (4)

Experimental Study of Friction‐Pendulum Isolation System [J] . Anoop Mokha,M. C. Constantinou,A. M. Reinhorn,Victor A. Zayas. Journal of Structural Engineering . 1991 (4)

Teflon Bearings in Base Isolation II: Modeling [J] . Michalakis Constantinou,Anoop Mokha,Andrei Reinhorn. Journal of Structural Engineering . 1990 (2)

杜修力,韩强,亓路宽,等. 自适应多球面摩擦滑动隔震支座[P].中国专利:ZL2009201783677 . 2010

Views

374

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

No data

Related Author

No data

Related Institution

No data

⁰