武汉工程大学学报Issue(11)：20-26,7.DOI:10.3969/j.issn.1674-2869.2015.11.005
双塔双索面矮塔斜拉桥静载试验分析
Experiment analysis of static load of extradosed cable-stayed bridge with twin-tower twin-cable-plane
李强 1孔祥勇 2吴国帆1
作者信息
- 1. 安徽省公路工程检测中心，安徽 合肥 230051
- 2. 桥梁与隧道工程检测安徽省重点实验室，安徽 合肥 230051
- 折叠
摘要
Abstract
The finite e1ement mode1 of the main bridge of Xinbian-he river bridge in Suzhou was bui1t for theoretica1 ca1cu1ation of static 1oad experiment, based on which the test conditions and contro1 sections were determined. The section stress of the main beam and the main tower, the def1ection of the main beam and the cab1e force increment were tested under the most disadvantage 1oad in the static 1oad experiment. The coeffi-cients of stress ca1ibration, def1ection ca1ibration and cab1e force ca1ibration are 0.24-0.93, 0.61-0.68 and 0.25-0.58 respective1y, which are 1ess than the theoretica1 ca1cu1ation va1ues. The resu1ts show that this bridge is safe with good rigidity and strength under the designed 1oad.关键词
双塔双索面矮塔斜拉桥/静载试验/挠度/索力Key words
extradossed bridge with twin towers and doub1e cab1e p1anes/static 1oad experiment strain/de-f1ection/cab1e force分类
交通工程引用本文复制引用
李强,孔祥勇,吴国帆..双塔双索面矮塔斜拉桥静载试验分析[J].武汉工程大学学报,2015,(11):20-26,7.
