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鄂尔多斯伊克昭大桥主桥拱肋整体吊装的静力及稳定性分析
引用本文:王林,彭鑫,刘德鹏.鄂尔多斯伊克昭大桥主桥拱肋整体吊装的静力及稳定性分析[J].江苏科技大学学报(社会科学版),2014(2):120-124.
作者姓名:王林  彭鑫  刘德鹏
作者单位:江苏科技大学土木工程与建筑学院,江苏镇江212003
基金项目:2012江苏省产学研联合创新资助项目(BY2012182)
摘    要:对大跨度单片钢箱拱肋整体吊装过程中的吊索索力、拱脚两端位移、拱肋结构受力情况进行了静力分析计算,确定了合理的吊点位置。同时用近似公式法对钢箱拱肋的面内屈曲和面外侧倾进行了稳定性分析。通过有限元分析得到了大跨度钢箱拱桥的最佳起吊位置,为安全起吊提出了合理的建议。

关 键 词:钢箱拱肋  吊装  静力分析  稳定性分析

Static and stability analyses of single arch rib in hoisting of Yikezhao bridge in Erdos
Wang Lin,Peng Xin,Liu Depeng.Static and stability analyses of single arch rib in hoisting of Yikezhao bridge in Erdos[J].Journal of Jiangsu University of Science and Technology:Natural Science Edition,2014(2):120-124.
Authors:Wang Lin  Peng Xin  Liu Depeng
Institution:( School of Architectural and Civil Engineering, Jiangsu University of Science and Technology, Zhenjiang Jiangsu 212003, China)
Abstract:In this paper,we put emphasis on overall lifting of steel box arch,calculate the cable tension,the dis-placement and structure stress of arch,and determine the reasonable lifting point location.Buckling analysis of steel box arch rib and roll stability analysis of the outer surface are carried approximately,the best lifting position on overall lifting of steel box arch is founded,and reasonable suggestions for safe construction are presented.
Keywords:steel box arch  lifting  static analysis  stability analysis
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