[1]焦常科,李爱群,王浩,等.中央扣对三塔悬索桥地震反应的影响[J].东南大学学报(自然科学版),2010,40(1):160-164.[doi:10.3969/j.issn.1001-0505.2010.01.030]
 Jiao Changke,Li Aiqun,Wang Hao,et al.Influence of central buckle on seismic response of triple-tower suspension bridge[J].Journal of Southeast University (Natural Science Edition),2010,40(1):160-164.[doi:10.3969/j.issn.1001-0505.2010.01.030]
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中央扣对三塔悬索桥地震反应的影响()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
40
期数:
2010年第1期
页码:
160-164
栏目:
土木工程
出版日期:
2010-01-20

文章信息/Info

Title:
Influence of central buckle on seismic response of triple-tower suspension bridge
作者:
焦常科12 李爱群12 王浩12 杨玉冬3 吉林3
1 东南大学土木工程学院, 南京 210096; 2 东南大学混凝土及预应力混凝土结构教育部重点实验室, 南京 210096; 3 江苏省长江公路大桥建设指挥部, 泰州 225300
Author(s):
Jiao Changke12 Li Aiqun12 Wang Hao12 Yang Yudong3 Ji Lin3
1 School of Civil Engineering, Southeast University, Nanjing 210096, China
2 Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 210096, China
3 Ji
关键词:
三塔悬索桥 中央扣 地震响应 几何非线性
Keywords:
triple-tower suspension bridge central buckle seismic response geometry nonlinearity
分类号:
TU997
DOI:
10.3969/j.issn.1001-0505.2010.01.030
摘要:
针对三塔悬索泰州长江大桥这一特殊桥型,基于Abaqus台建立了该桥的空间动力有限元模型并进行非线性动力分析.研究了地震作用下,缆梁间刚性中央扣对三塔悬索桥塔梁位移、塔柱内力以及塔梁间弹性拉索的影响.研究结果表明:中央扣对三塔悬索桥动力特性有不可忽视的影响; 由于中央扣增强了缆梁间相互作用,在地震作用下,中塔横向位移与加劲梁跨中竖向位移均有所增加,中塔柱纵桥向剪力有所减小; 中央扣限制了加劲梁纵向位移并减小了加劲梁对中塔下横梁的作用,但边塔柱底扭矩有所增加.
Abstract:
As a special type of suspension bridge, Taizhou Bridge is a triple-tower suspension bridge. A spatial dynamic finite element model for it is established with finite element software Abaqus and the nonlinear dynamic analysis is performed. The influence of rigid central buckle between main cables and stiffening girder on seismic response of this bridge is investigated in detail, including displacements of towers and girder, forces in tower columns and elastic cables between lower beam and girder at mid-tower. The central buckle has unneglectable influence on the dynamic behavior of the bridge. The results show that the central buckle enhances the interaction between main cables and stiffening girder. When the bridge is subjected to seismic loads, the central buckle may cause the increment of transverse displacement of mid-tower in the direction across bridge and the vertical displacement at mid-span. Moreover it decreases the shear force at the bottom of mid-tower in the longitudinal direction, and thus well limits the longitudinal displacement of stiffening girder, and reduces the interaction between stiffening girder and lower beam of mid-tower. However, the twisting moment at the end columns of side tower increases significantly.

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备注/Memo

备注/Memo:
作者简介: 焦常科(1980—),男,博士生; 李爱群(联系人),男,博士,教授,博士生导师,aiqunli@seu.edu.cn.
基金项目: 国家高技术研究发展计划(863计划)资助项目(2006AA04Z416)、国家自然科学基金重点资助项目(50538020)、国家杰出青年基金资助项目(50725828)、国家教育部博士点基金资助项目(200802861012).
引文格式: 焦常科,李爱群,王浩,等.中央扣对三塔悬索桥地震反应的影响[J].东南大学学报:自然科学版,2010,40(1):160-164. [doi:10.3969/j.issn.1001-0505.2010.01.030]
更新日期/Last Update: 2010-01-20