[1]方海,刘伟庆,王仁贵,等.铅阻尼器在自锚式悬索桥横向减震设计中的应用研究[J].地震工程与工程振动,2006,26(04):220-225.
 Fang Hai,Liu Weiqing,Wang Rengui,et al.Study on design method of energy-dissipating earthquake-reduction along transverse of self-anchored suspension bridge by using lead dampers[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2006,26(04):220-225.
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铅阻尼器在自锚式悬索桥横向减震设计中的应用研究
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《地震工程与工程振动》[ISSN:/CN:]

卷:
26
期数:
2006年04期
页码:
220-225
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Study on design method of energy-dissipating earthquake-reduction along transverse of self-anchored suspension bridge by using lead dampers
作者:
方海1 刘伟庆1 王仁贵2 李升玉1
1. 南京工业大学土木工程学院, 江苏 南京 210009;
2. 中交公路规划设计院, 北京 100010
Author(s):
Fang Hai1 Liu Weiqing1 Wang Rengui2 Li Shengyu1
1. College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China;
2. China Highway Planning and Design Institute, Beijing 100010, China
关键词:
自锚式悬索桥铅挤压阻尼器粘滞阻尼器横向减震设计
Keywords:
self-anchored suspension bridgelead extrusion damperviscous dampertransverseearthquake-reduction design
分类号:
P315.966
摘要:
某自锚式钢桁架悬索桥结构主跨408m,采用双层桥面,2根主缆为空间线形布置.本文根据自锚式悬索桥独特的动力特性,提出在悬索桥主梁与过渡墩、辅助墩之间沿横向设置铅挤压阻尼器的消能减震设计方案,以控制悬索桥的横向地震反应.根据风、行车和地震荷载等各种工况可能引起的支座剪力值,提出了铅挤压阻尼器临界滑移荷载值的确定方法.研究表明,同时采用铅挤压阻尼器和粘滞阻尼器的消能减震技术,可以有效地减小悬索桥的横向地震反应,可供工程实践参考.
Abstract:
For the self-anchored steel truss suspension bridge,the span of which is 408m,the double floors of deck are adopted.The disposal shape of two main cables is three-dimensional.Based on the particular dynamic characteristic of self-anchored suspension bridge,the lead extrusion dampers are proposed to install between the deck and the anchor(auxiliary) piers to improve the transverse seismic response of the bridge structure.How to choose critical extrusion load value is discussed according to the shearing force of bridge bearing caused by various load cases,such as wind,vehicle and earthquake.The analysis shows that the transverse earthquake action of the bridge can be reduced effectively by simultaneous application of viscous damper and lead extrusion damper,and can be used as a reference to engineering practice.

参考文献/References:

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 Fang Hai,Liu Weiqing,Wang Rengui.Design method of energy-dissipating earthquake-reduction along longitudinal direction of self-anchored suspension bridge[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2006,26(04):222.

备注/Memo

备注/Memo:
收稿日期:2006-3-9;改回日期:2006-5-22。
基金项目:国家自然科学基金项目(50378044)
作者简介:方海(1981- ),男,博士研究生,主要从事桥梁减震研究.
更新日期/Last Update: 1900-01-01