首页 | 本学科首页   官方微博 | 高级检索  
     检索      

E型滞后阻尼支撑设计研究
引用本文:翟华.E型滞后阻尼支撑设计研究[J].合肥工业大学学报(自然科学版),2004,27(4):430-432.
作者姓名:翟华
作者单位:合肥工业大学,机械与汽车工程学院,安徽,合肥,230009
摘    要:E型滞后阻尼支撑是一种应用于桥梁工程的新型耗能抗震支撑,因含有STU锁口装置,在一般承载状态下可实现移动连接,当地震发生时STU会自动锁紧,形成临时固定连接,减小地震对桥梁破坏。文章在应用STU基础上,采用三维设计方法完成了承载200kN及位移达50mmE型滞后阻尼支撑的设计,并对其关键承载部件E型支架进行了有限元分析。

关 键 词:阻尼支撑  地震  桥梁
文章编号:1003-5060(2004)04-0430-03
修稿时间:2003年7月3日

Design of E-shaped hysteretic dampers bearing
ZHAI Hua.Design of E-shaped hysteretic dampers bearing[J].Journal of Hefei University of Technology(Natural Science),2004,27(4):430-432.
Authors:ZHAI Hua
Abstract:The E-shaped hysteretic dampers bearing is a new kind of anti-seismic energy dissipating devices used in bridge engineering. Because of the lock-up device in the shock transmission units(STU), the bearing can achieve slow movement connection under usual load, and a kind of fixed connection can be formed to prevent the bridge destruction under seismic action. The working principle of the STU is introduced in the paper,and the design of the E-shaped hysteretic dampers bearing is described. A case of E-shaped hysteretic dampers bearing with 200 kN of load and 50 mm of stroke has been designed by three dimensional design method based on the application of STU technology,and its E-shaped part has been analyzed.
Keywords:dampers bearing  seism  bridge
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号