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| 大跨斜拉桥基于结构模拟的环境振动测点优化布置 | |
| 引用本文： | 孙正华,李兆霞,陈鸿天,韩晓林.大跨斜拉桥基于结构模拟的环境振动测点优化布置[J].应用科学学报,2007,25(4):411-417. |
| 作者姓名： | 孙正华 李兆霞 陈鸿天 韩晓林 |
| 作者单位： | 1. 江苏省建筑科学研究院,江苏省建筑工程质量检测中心,江苏,南京,210008 2. 东南大学,土木工程学院,江苏,南京,210096 3. 香港理工大学,土木与结构工程系,香港九龙 |
| 基金项目： | 国家自然科学基金;江苏省自然科学基金;香港研究资助局资助项目 |
| 摘 要： | 首先运用大型有限元软件ANSYS建立了润扬斜拉桥面向SHM的结构有限元模型,并进行模态分析.然后以模态置信准则(MAC)矩阵的非对角元为目标函数,增加或减少测点自由度使目标函数最小化,从而确定斜拉桥振动测点的最优布点位置.最后,运用现场环境振动测试的数据对根据FEM计算得出的布点方案进行验证.结果表明:由环境振动实测数据得出的测点布置和有限元计算得出的测点布置结果是一致的,说明由有限元分析得出的测点布置是有效的. |
| 关 键 词： | 大跨桥梁 有限元模型 动力特性 测点布置 模态置信准则(MAC) |
| 文章编号： | 0255-8297（2007）04-0411-07 |
| 修稿时间： | 2006-07-172007-03-12 |
Optimal Configuration of Ambient Vibration Sensors Based on Structural Modeling for Long Cable-Stayed Bridge |
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| SUN Zheng-hua,LI Zhao-xia,CHAN Hung-tin,HAN Xiao-lin.Optimal Configuration of Ambient Vibration Sensors Based on Structural Modeling for Long Cable-Stayed Bridge[J].Journal of Applied Sciences,2007,25(4):411-417. | |
| Authors: | SUN Zheng-hua LI Zhao-xia CHAN Hung-tin HAN Xiao-lin |
| Institution: | 1. Jiangsu Institute of Building Science, Jiangsu Construction Quality Test Center, Nanjing 210008; 2. College of Civil Engineering, Southeast University, Nanjing 210096 ;3. Department of Civil and Structural Engineering, Hong Kong Polytechnic University, Hong Kong |
| Abstract: | This paper studies the finite element(FE) modeling oriented to structural health monitoring(SHM) of long cable-stayed bridge and the optimal sensor configuration based on the structural dynamic response.Firstly,the FE model oriented SHM of Runyang Cable-Stayed Bridge(RYCB) is developed using ANSYS.Modal analysis of RYCB is carried out using the developed FE model.Taking the non-diagonal elements of the MAC matrix as target function,and increasing or decreasing the number of degree of freedom(DOF),the optimal sensor placement of the bridge is obtained by minimizing the target function.Validation of the sensor placement is checked with the results obtained from the ambient vibration test of RYCB. It is shown that the sensor placement obtained from the measured data of RYCB is coincident with the result calculated from the FE model.The sensor placement obtained from the FE model of RYCB is valid from the experimental point of view. |
| Keywords: | long-span bridge finite-element model dynamic characteristic sensor placement modal assurance criterion(MAC) |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |