[1]任 伟,盖轶婷,黄亚男.软场地土拓宽桥梁地震响应分析[J].西安建筑科技大学学报:自然科学版,2014,46(04):502-507,517.[doi:10.15986/j.1006-7930.2014.04.008]
　REN Wei,GAI YiTing,HUANG Yanan.Seismic response analysis of widening bridges in soft site[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(04):502-507,517.[doi:10.15986/j.1006-7930.2014.04.008]
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软场地土拓宽桥梁地震响应分析()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
46
期数:
2014年04期
页码:
502-507,517
栏目:
出版日期:
2014-08-31

文章信息/Info

Title:
Seismic response analysis of widening bridges in soft site
文章编号:
1006-7930(2014)04-0502-06
作者:
任 伟1; 盖轶婷2; 黄亚男1
(1. 长安大学旧桥检测与加固技术交通行业重点实验室,陕西 西安 710064; 2.中交第一公路勘察设计研究院有限公司,陕西 西安 710075)
Author(s):
REN Wei1;  GAI YiTing2 ;  HUANG Yanan1
(1.Key Laboratory of Bridge Detection Reinforcement Technology Ministry of Communications, PRC, Xi’an 710064, China; 2. CCCC First Highway Consultants CO.,LTD, Xi’an 710075, China)
关键词:
桥梁工程; 软土地区; 桩-土联合作用; 纤维模型弹塑性梁单元; 地震响应
Keywords:
bridge engineering;  soft soil area;  pile-soil effect;  fiber inelastic beam element;  seismic response
分类号:
U44
DOI:
10.15986/j.1006-7930.2014.04.008
文献标志码:
A
摘要:
针对软土地区拓宽桥梁抗震研究的不足，以珠三角地区某一不等跨连续梁桥为工程背景，在考虑桩—土联合作用效应 的前提下，引入纤维模型弹塑性梁单元，利用有限元程序Midas/Civil 对旧桥模型、两种场地土条件下的拓宽桥梁模型进行了弹塑性地震响应分析．研究了不同地震波输入方向结构关键位置的位移响应，结构塑性铰的出现时间、位置和破坏模式．研究表明：软土场地拓宽模型的地震响应位移极值最大，约为砂土场地拓宽桥梁位移极值的1.15 倍；在分级纵、横向地震荷载下，软土拓宽模型桥墩最早出现塑性铰，更容易发生破坏，且破坏时间更早．通过对比原桥模型和拓宽模型表明，结构拓宽不利于抗震，建议今后对拓宽桥梁提高抗震验算要求．
Abstract:
In view of the deficiency of seismic research on widen bridge at soft soil area, the paper, based on an unequal span continuous beam bridge at Pearl River Delta, took pile-soil effect into consideration. Fiber inelastic beam element, finite element program Midas/civil is used to do elastic-plastic seismic response analysis on existing bridge model and widen bridge model under two field soil conditions. The paper researched displacement response of the structure ’s key position corresponding with different input direction of seismic wave, the occurrence moment, position and failure mode of plastic hinge. Researches showed that the seismic response displacement extreme of widen bridge at soft soil field was the biggest, which was nearly 1.15 times of it at the sand field. Under hierarchical vertical and lateral seismic loads, plastic hinge firstly occurred at pier of widen bridge at soft soil field, where failure happened easily and the failure moment was earlier. By contrasting existing bridge model with widen bridge model, structure widening was bad for aseismatic action, the paper suggested that seismic checking requirements of widen bridge should be enhanced.

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备注/Memo

备注/Memo:
基金项目：国家自然科学基金项目(51308056)；2012 年交通运输部应用基础研究项目(2012319812100)；陕西省交通运输厅 2014 年度交通科研项目(14-17k)；广东省交通运输厅科技项目(2011-02-034)；山西省软科学研究项目(2011-1-38)
收稿日期：2014-03-24 修改稿日期：2014-08-03
作者简介：任伟(1975-），男，副教授，博士，主要从事桥梁结构分析和加固方面的研究．E-mail：rw@chd.edu.cn
更新日期/Last Update: 2015-10-06