RELIABILITY ANALYSIS OF CAST STEEL JOINT OF CHONGQING JIANGBEI AIRPORT AND IMPLEMENTATION OF RESPONSE SURFACE METHOD

Nie Shidong; Dai Guoxin; Xiong Gang; Zhang Weifu; Sun Xiaohua; Feng Weiqi

doi:10.13204/j.gyjz201212022

Volume 42 Issue 12

Dec. 2014

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Abstract

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Nie Shidong, Dai Guoxin, Xiong Gang, Zhang Weifu, Sun Xiaohua, Feng Weiqi. RELIABILITY ANALYSIS OF CAST STEEL JOINT OF CHONGQING JIANGBEI AIRPORT AND IMPLEMENTATION OF RESPONSE SURFACE METHOD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 104-108. doi: 10.13204/j.gyjz201212022

Citation:

Nie Shidong, Dai Guoxin, Xiong Gang, Zhang Weifu, Sun Xiaohua, Feng Weiqi. RELIABILITY ANALYSIS OF CAST STEEL JOINT OF CHONGQING JIANGBEI AIRPORT AND IMPLEMENTATION OF RESPONSE SURFACE METHOD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 104-108. doi: 10.13204/j.gyjz201212022

Citation:

Nie Shidong, Dai Guoxin, Xiong Gang, Zhang Weifu, Sun Xiaohua, Feng Weiqi. RELIABILITY ANALYSIS OF CAST STEEL JOINT OF CHONGQING JIANGBEI AIRPORT AND IMPLEMENTATION OF RESPONSE SURFACE METHOD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 104-108. doi: 10.13204/j.gyjz201212022

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RELIABILITY ANALYSIS OF CAST STEEL JOINT OF CHONGQING JIANGBEI AIRPORT AND IMPLEMENTATION OF RESPONSE SURFACE METHOD

doi: 10.13204/j.gyjz201212022

1.
1. College of Civil Engineering,Chongqing University,Chongqing 400045,China;
2.
2. Key Laboratory of New Technology for Construction of Cities in Mountain Area(Chongqing University),Ministry of Education,Chongqing 400030,China;
3.
3. Third Design and Research Institute,MI,Chongqing 400039,China

Received Date: 2012-04-08
Publish Date: 2012-12-20

Abstract

Abstract

By means of ANSYS parametric design language(APDL),cast steel joints of steel truss in Chongqing Jiangbei International Airport were modeled with a set of parameters.Through probabilistic design system(PDS)module in ANSYS programme,a numerical simulation techniqueresponse surface method(RSM) based on probability theory was adopted to analyze solid structure such as cast steel joints.According to single calculation results of finite element analysis,different failure stress was selected as the strength limit to obtain corresponding failure probability and reliability index of cast steel joint,and it was shown that the working status of cast steel joints was safe and reliable.From correlation coefficient and effect degree ratio of different variables,the significance of influencing factors of cast steel joints was revealed.Finally it was discussed some principles of failure mode selection for similar nodes.
- cast steel joint,
- response surface method,
- reliability analysis,
- FEM analysis,
- numerical simulation

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References(5)

References

[2] 冯维琦,戴国欣.重庆江北国际机场新建航站楼铸钢节点有限元分析[J].重庆建筑,2005(8):61-64.

戴国欣,李万伟,邢世建,等.重庆江北国际机场新航站楼大跨钢桁架铸钢节点性能研究[J].建筑结构学报,2005,26(4):70-75.

[3] 张扬,戴国欣.建筑钢结构适用性分析与蒙特卡罗实现[J].建筑科学,2004,20(6):26-31.

[4] 张力,聂诗东,刘海鑫,等.网架结构可靠性分析与蒙特卡罗实现[J].工业建筑,2005,35(S1):380-382.

[5] 小飒工作室.最新经典ANSYS及WORK BENCH教程[M].北京:电子工业出版社,2004.

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