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桥梁结构静力模型修正响应面方法试验设计研究

Experimental Designs Study of Bridge Structure Statics-Load Test Model Updating Based Response Surface Methodology

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【作者】 邓苗毅; 崔聚印; 任伟新;

【Author】 DENG Miao-yi1,CUI Ju-yin2,REN Wei-xin3(1.School of Environment & Water Conservancy,Zhengzhou University,Zhengzhou 450002,China; 2.Shenzhen Road Bridge Maintenance Center Bridge Measure Station,Shenzhen 518024,China; 3.School of Civil & Architectural Engineering,Central South University,Changsha 410075,China)

【机构】 郑州大学环境与水利工程学院; 深圳市道桥维修中心桥梁检测站; 中南大学土木建筑学院 郑州450002; 广东深圳518024; 长沙410075;

【摘要】 在基于响应面方法的结构模型修正中,参数试验设计对于响应面模型(函数,)以及最后结构模型修正结果的精度具有决定作用.对正交、中心复合、均匀试验设计方法进行了比较和分析,并结合一片两跨连续梁结构静力试验模型修正的数值算例,分析了不同试验设计对结构模型修正结果的影响.理论和数值算例分析表明,均匀试验设计具有设计点(参数选取)较少、结构有限元计算量少,且精度可接受的优点,更适合基于响应面方法的桥梁结构模型修正.

【Abstract】 Parameter design of experiments is essential importance for response surface model / function and result precision of structure model updating,in the process of bridge structure model updating based response surface methodology(RSM).Orthogonal,Central composite and Uniform experimental designs are analyzed and compared.And with application on a two spans continuous beam numerical examples analysis,effect of structure model updating result by different experimental designs is calculated.Theory and the numerical examples analysis indicate that the result precision by Uniform experimental designs is acceptable,the parameter design pots and the structure finite-element calculation times can be reduced,and it more suit for bridge structure model updating based RSM.

【基金】 国家自然科学基金项目(50678173)
  • 【分类号】U446.1
  • 【被引频次】16
  • 【下载频次】429
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