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基于遗传算法的海水侵蚀混凝土梁斜截面承载力分析
引用本文:林跃忠,王铁成.基于遗传算法的海水侵蚀混凝土梁斜截面承载力分析[J].山东科技大学学报(自然科学版),2009,28(5):23-26.
作者姓名:林跃忠  王铁成
作者单位:1. 山东科技大学,土木建筑学院,山东,青岛,266510
2. 天津大学,土木工程系,天津,300072
基金项目:国家自然科学基金项目 
摘    要:根据试验测定的不同循环次数下的海水侵蚀混凝土梁斜截面承载力,建立毫非线性的渐近回归分析模型,并采用遗传算法进行参数的优化计算,然后根据模型计算混凝土梁斜截面承载力,其结果与实测数据吻合较好,混凝土梁斜截面承载力计算值的平均相对精度在95%以上。因此,基于遗传算法的非线性回归模型可以用于海水侵蚀混凝土梁斜截面承载力的分析。最后,实现了混凝土梁斜截面承载力分析的智能化。

关 键 词:遗传算法  海水侵蚀  混凝土梁  斜截面承载力

Analysis of Bearing Capacity on Oblique Section of Concrete Beam under Seawater with Genetic Algorithms
LIN Yue-zhong,WANG Tie-cheng.Analysis of Bearing Capacity on Oblique Section of Concrete Beam under Seawater with Genetic Algorithms[J].Journal of Shandong Univ of Sci and Technol: Nat Sci,2009,28(5):23-26.
Authors:LIN Yue-zhong  WANG Tie-cheng
Institution:LIN Yue-zhong, WANG Tie cheng ( 1. College of Civil Engineering and Architecture, SUST, Qingdao, Shandong 266510, China; 2. Dept of Civil Engineering,Tianjin University,Tianjin 300072 ,China)
Abstract:According to the data of bearing capacity on oblique section of concrete beam in seawater in different circulation times, a non liner asymptotic regression analysis model is established in this paper. The parameters are optimized with genetic algorithms, then, the bearing capacity on oblique section of concrete beam is calculated with the model. The theoretical calculating and test results are identical, and the relatively average precision is over 95%. As a result, it can be used to analyze the bearing capacity on oblique section of concrete beam in seawater, realizing its intelligent analysis.
Keywords:genetic algorithms  seawater eroding  concrete beam  bearing capacity on oblique section
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