摘要
基于铅芯橡胶隔震垫、组合碟形弹簧和钢板阻尼器的各自力学性能特点,设计开发出一种新型的三维隔震装置,首先简要介绍了该三维隔震装置的组成构造和力学性能设计方法;通过一足尺三维隔震装置分别进行了水平向和竖向力学性能试验。试验结果表明,该三维隔震装置具有构造合理、传力机制明确等优点,在水平向和竖向都能够具有适宜的隔震刚度和阻尼耗能性能,并且在较大水平剪切变形时仍具有良好的整体稳定性。
A novel three-dimensional isolation bearing(3DIB) was proposed,based on respective mechanical characteristic of lead rubber bearing,combined disc springs and rhombic steel plated damper.Firstly,the configuration department and mechanical design methodology was introduced;the horizontal and vertical stiffness and energy dissipation performance test was performed on a full scale three-dimensional isolation bearing,respectively.The results indicated that the proposed three-dimensional isolation bearing has reasonable configuration and explicit mechanical transmission mechanism;appropriate stiffness and energy dissipation performance can be achieved by reasonable design,keeping favorable holistic stability at plentiful horizontal shear displacement.
出处
《土木建筑与环境工程》
CSCD
北大核心
2012年第1期29-34,53,共7页
Journal of Civil,Architectural & Environment Engineering
基金
国家重点基础研究发展计划项目(2011CB013600)
"十一五"科技支撑计划项目(2006BAJ03B06)
关键词
竖向隔震
三维隔震
菱形钢板阻尼器
组合碟形弹簧
铅芯橡胶隔震支座
抗震
vertical isolation
three-dimensional isolation
rhombic steel plate damper
combined disc spring
lead rubber bearing
earthquake resistance