首页 | 本学科首页   官方微博 | 高级检索  
     

既有钢桁架桥的动载检测与有限元模拟分析
引用本文:刘亚尊,吴亚平. 既有钢桁架桥的动载检测与有限元模拟分析[J]. 南阳理工学院学报, 2014, 0(6): 83-87
作者姓名:刘亚尊  吴亚平
作者单位:兰州交通大学土木工程学院,甘肃兰州730070
基金项目:甘肃省自然科学基金(1107RJZA122)
摘    要:为保证现役铁路旧桥梁的安全运行,需定期对其进行检测。通过对清绿支线黑河1#钢桁架桥在列车通行时仪器所测实际值和利用有限元分析软件MIDAS/CIVIL 2010对该桥进行模拟所得理论值的分析比较,判断该桥承载力是否满足规范要求,最终为桥梁的加固和维护提供重要依据。

关 键 词:钢桁架桥  检测  有限元分析  承载力

DYNAMIC LOAD TEST AND FINITE ELEMENT ANALYSIS OF EXISTING STEEL TRUSS BRIDGE
LIU Ya-zun,WU Ya-ping. DYNAMIC LOAD TEST AND FINITE ELEMENT ANALYSIS OF EXISTING STEEL TRUSS BRIDGE[J]. Journal of Nanyang Institute of Technology, 2014, 0(6): 83-87
Authors:LIU Ya-zun  WU Ya-ping
Affiliation:( College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China)
Abstract:In order to ensure the safe operation of the active and old railway bridge, it is necessary for the bridge to do a detection at regular time. The actual value can be tested by the instrument when the train passes 1 # steel truss bridge of the Qinglv branch in Heihe. The theoretical value is simulated by the finite element analysis software of MIDAS /CIVIL 2010. And then, to determine whether the bearing capacity of the bridge can meet the specification or not, it is requisite to compare and analysis both of them. Ulti- mately the conclusion can provide the important basis for the conservation and maintenance of the bridge.
Keywords:steel truss bridge  detection  finite element analysis  bearing capacity
本文献已被 CNKI 维普 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