Model Updating of Laboratorial Long-Span Cable-Stayed Bridge

O. Yang, J. Ou
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引用次数: 2

Abstract

To establish a accurate finite elements model (FEM) of a laboratorial long-span cable-stayed bridge, which based on Shandong Binzhou Yellow River Highway Bridge, the measured data has been utilized to updating FEM by the way of interactive MATLAB and ANSYS program. To make the updating more meaningful and efficient, a dissectional analysis of model error which may introduce during manufacture has been carried out. The optimal objective function was constituted with both the residuals error of frequency and mode shape. The updating results indicated that when the FEM has huge number of nodes and elements, the analytical frequency can be very close to the measured value after the updating, however, the updating effect of mode shape was not obvious, because it is hard to updating the element one by one, and the measurement error of mode shape is quite large.
实验室大跨度斜拉桥模型更新
为建立基于山东滨州黄河公路桥的实验大跨度斜拉桥的精确有限元模型,利用实测数据,通过MATLAB和ANSYS程序进行有限元更新。为了使更新更有意义和效率,对制造过程中可能引入的模型误差进行了横断面分析。利用频率残差和模态振型残差构成最优目标函数。更新结果表明,当有限元具有大量节点和单元时,更新后的解析频率可以非常接近实测值,但由于单元难以逐个更新,模态振型的更新效果不明显,模态振型的测量误差相当大。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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