[1]林建茂,欧智菁,林上顺,等.钢管混凝土格构式梁桥设计参数抗震研究[J].福建工程学院学报,2017,15(06):549-554.[doi:10.3969/j.issn.1672-4348.2017.06.009]
　Lin Jianmao,Ou Zhijing,Lin Shangshun,et al.Research on seismic applicability of design parameters of continuous bridges with concrete-filled steel-tube latticed high-rise piers[J].Journal of FuJian University of Technology,2017,15(06):549-554.[doi:10.3969/j.issn.1672-4348.2017.06.009]
点击复制

钢管混凝土格构式梁桥设计参数抗震研究()
分享到：

《福建工程学院学报》[ISSN:2097-3853/CN:35-1351/Z]

卷:
第15卷
期数:
2017年06期
页码:
549-554
栏目:
出版日期:
2017-12-25

文章信息/Info

Title:
Research on seismic applicability of design parameters of continuous bridges with concrete-filled steel-tube latticed high-rise piers
作者:
林建茂; 欧智菁; 林上顺; 林文
福建工程学院土木工程学院
Author(s):
Lin Jianmao;  Ou Zhijing;  Lin Shangshun;  Lin Wen
School of Civil Engineering, Fujian University of Technology
关键词:
钢管混凝土格构墩;  地震响应;  抗震分析;  梁墩刚度比;  缀管布置式;  减隔震装置
Keywords:
CFST latticed pier;  seismic response;  seismic analysis;  girder-pier stiffness ratio;  tube arrangement type;  isolation device
分类号:
TU398.9
DOI:
10.3969/j.issn.1672-4348.2017.06.009
文献标志码:
A
摘要:
以三跨一联钢管混凝土格构式高墩连续梁桥为研究对象，探讨了梁墩刚度比、缀管布置形式和有无减隔震装置设计参数对格构墩地震响应（墩底轴力、墩底弯矩和墩顶位移）的影响规律。研究结果表明：随着梁墩刚度比值的增大，桥墩的地震响应值先急剧下降之后逐渐趋于平缓减小；缀管布置形式参数对格构墩的弯矩响应值影响较为敏感，而轴力和位移值受其影响较小；减隔震装置对该类桥梁的隔震效果显著，隔震率随梁墩刚度比值的增大而减小。设防烈度等级越高，轴力隔震效果越明显，弯矩和位移的隔震率受设防烈度等级影响较小。该研究可为同类桥梁抗震概念设计提
Abstract:
Three-span continuous bridges with concrete-filled steel-tube latticed high-rise piers were studied with a discussion of the girder-pier stiffness ratio, tube arrangement types and the influence of design parameters of seismic isolation devices on seismic response of latticed piers(on pier bottom’s axial force and its bending moment and pier top’s displacement). Results show that with the increase of the girder-pier stiffness ratio, the seismic response value of the pier gradually decreases after a sharp decrease. The bending moment response value of latticed piers is more sensitive to the parameters of the tube arrangement than the axial force and the displacement value, which are almost unaffected. And the effect of the seismic-isolation device is especially remarkable with the response value decreasing as the girder-pier stiffness ratio increases. As for the seismic precautionary intensity grade, the higher it is, the more obvious the seismic-isolation effect of the axial force is, while the seismic-isolation ratios of the bending moment and the displacement are less affected. The study may serve to provide reference for seismic designs of similar bridges.

参考文献/References:

[1] Usami T, Ge H B , Saizuka K. Behavior of partially concrete-filled steel bridge piers under cyclic and dynamic loading[J]. J. Construct. Steel Res,1997,41(2/3):121-136．
[2] 吴庆雄，黄育凡，陈宝春．钢管混凝土组合桁梁-格构墩轻型桥梁振动台阵试验研究[J]．工程力学，2014，31（9）：89-96
[3] 王海良，张铎，王剑，等．基于IDA的钢管混凝土空间组合桁架连续梁桥抗震易损性分析[J]．世界地震工程，2015，31（2）：76-86．
[4] 黄育凡．钢管混凝土组合桁式梁-格构式高墩连续梁桥非线性地震性能研究[D]．福州：福州大学，2012．
[5] 王海良，金城，杨新磊．曲线钢管混凝土组合桁架连续梁桥抗震分析[J]．公路交通科技，2011（12）：287-288．
[6] 俞琦，陈语，王家林．桥梁抗震分析方法[J]．重庆交通学院学报，2006，25（增刊）：32-34．
[7] 中华人民共和国交通运输部.公路桥梁抗震设计细则：JTG/T B02-01-2008[S]．北京：人民交通出版社，2008.
[8] 陈盛富．四肢变截面钢管混凝土格构柱抗震性能研究[D]．福州：福建工程学院,2017．
[9] 孙颖，陈天海，卓卫东，等．长周期地震动作用下隔震连续梁桥地震反应特性研究[J]．工程力学，2016，31（增刊）：244-250．

更新日期/Last Update: 2017-12-25