首页> 外文会议>China-Japan-US Symposium on Structural Control and Monitoring(SSCM'2006); 20061016-17; Hangzhou(CN) >PARAMETRICAL UPDATING OF BRIDGE FINITE ELEMENT MODEL BASED ON OPTIMIZATION DESIGN THEORY
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PARAMETRICAL UPDATING OF BRIDGE FINITE ELEMENT MODEL BASED ON OPTIMIZATION DESIGN THEORY

机译:基于优化设计理论的桥梁有限元模型参数更新

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摘要

In bridge engineering, finite element models which are built based on bridge design blueprint are often different from the actual structures greatly. Considering this problem, parametrical bridge finite element model updating technology based on optimization design theory is put forward. This arithmetic takes the minimization of summation of frequency discrepancy and modal shape displacement as its optimizing goal, sets restrictive conditions to parameter modification and frequency change by engineering experience, ranges model updating problem to restriction optimization problem, and its solution uses the optimized iteration algorithm which drops based on the gradient. One simulation calculation example proves that the model modifying method raised in this paper is feasible, effective and practicable.
机译:在桥梁工程中,基于桥梁设计蓝图建立的有限元模型往往与实际结构存在很大差异。针对这一问题,提出了基于优化设计理论的参数化桥梁有限元模型更新技术。该算法以最小化频差和模态形状位移之和为优化目标,根据工程经验为参数修改和频率变化设置限制条件,将模型更新问题范围限制优化问题,其解决方案采用优化迭代算法。根据梯度下降。一个仿真算例表明,本文提出的模型修正方法是可行,有效和可行的。

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