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Integrated finite strip flutter analysis of bridges

机译:桥梁的综合有限带颤振分析

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摘要

The recently developed integrated finite strip method (IFSM) is extended to the aerodynamic flutter analysis of bridges under wind effects. The methodology is capable of performing a three-dimensional (3D) flutter analysis in the IFSM environment, and the solution falls into the category of both multi-mode and full-mode flutter analysis. Aerodynamic stiffness and damping matrices, as well as structural property matrices, are derived by IFSM. In addition, an optimal scheme is proposed for solving the flutter eigenvalue problem. Furthermore, a simple technique has been developed in order to handle different end boundary conditions. The proposed finite strip solution is very straightforward in terms of amount of input data, boundary conditions, modeling, and the flutter analysis process. Moreover, the convergence rate of the method is very high due to the semi-analytical and localization nature of the IFSM. Benchmark numerical investigations are presented, including the study of a simply supported thin flat shell and a model of the Kap Shui Mun Bridge, an existing long-span cable-stayed bridge. The numerical results show that IFSM significantly improves the convergence of the critical flutter frequencies, and therefore leads to smaller storage requirements and faster flutter eigenvalue extraction. (C) 2018 Elsevier Ltd. All rights reserved.
机译:最近开发的集成有限带方法(IFSM)已扩展到风作用下桥梁的气动颤振分析。该方法能够在IFSM环境中执行三维(3D)抖动分析,解决方案属于多模式和全模式抖动分析。空气动力学刚度和阻尼矩阵以及结构特性矩阵由IFSM推导。另外,提出了一种解决颤振特征值问题的最优方案。此外,已经开发出一种简单的技术以处理不同的端部边界条件。就输入数据量,边界条件,建模和颤动分析过程而言,所提出的有限带解决方案非常简单。此外,由于IFSM的半分析和局部化性质,该方法的收敛速度非常高。介绍了基准数值研究,包括对简单支撑的薄扁壳的研究以及现有的大跨度斜拉桥甲水门桥的模型。数值结果表明,IFSM显着改善了临界颤振频率的收敛性,因此导致较小的存储需求和更快的颤振特征值提取。 (C)2018 Elsevier Ltd.保留所有权利。

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