Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009
Citation:
Tang Yonggang, Chen Qianqing. FINITE ELEMENT ANALYSIS AND RESEARCH ON ANTI-DEFORMATION FOR A STEEL BOX BEAM[J]. INDUSTRIAL CONSTRUCTION , 2010, 40(12): 95-97. doi: 10.13204/j.gyjz201012024
Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009
Citation:
Tang Yonggang, Chen Qianqing. FINITE ELEMENT ANALYSIS AND RESEARCH ON ANTI-DEFORMATION FOR A STEEL BOX BEAM[J]. INDUSTRIAL CONSTRUCTION , 2010, 40(12): 95-97. doi: 10.13204/j.gyjz201012024
FINITE ELEMENT ANALYSIS AND RESEARCH ON ANTI-DEFORMATION FOR A STEEL BOX BEAM
1.
1. Wuxi Branch of Communications,Jiangsu Institute of Communications Technology,Wuxi 214151,China;
2.
2. Zhejiang International Maritime Professional College,Zhoushan 316021,China
Received Date: 2010-06-25Publish Date:
2010-12-20
Abstract
This text states the general method of linear controls of steel structure manufacturing both at home and abroad,analyzes the arch model of the exhibition halls steel box beam structure with pre-camber using finite element software of ANSYS,calculates the deformation of steel box beam structure subjected to its weight,which proves that the results match the formula very well,and provides a basis for structure pre-camber designs.
References
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李勇,聂建国,陈宜言,等.深圳彩虹大桥设计与研究[J].土木工程学报,2002(5):52-56.
[3] 娄健,杨成斌,杨建亚.钢箱梁斜拉桥横向预拱度的设置[J].合肥工业大学学报: 自然科学版,2003,26(6):1195-1198.
[4] 张永水,曹淑上.连续刚构桥线形控制方法研究[J].中外公路,2006(6):83-86.
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