摘要近年来,随着建筑物高度的增加,风荷载对建筑物的影响已经越来越大。抗风设计成为了高层建筑设计中的一个重要课题。因此,本论文对带有TMD装置的高层建筑在脉动风载荷作用下进行随机响应分析,进一步探讨TMD装置各参数对结构随机响应的影响,为TMD系统参数优化打下基础。由于所得方程具有非经典阻尼,已无法满足传统实模态法的解耦条件, 用复模态法和扩阶法进行解耦,获得了等效风谱对应的结构随机风振响应的解析解。首先建立合理的模型,随后用matlab软件进行大量复杂的计算,并整理计算结果数据,画出图形,最后对结果进行分析总结。5776
关键词 高耸建筑 TMD 复模态法 解耦
毕业设计说明书(论文)外文摘要
Title Wind Vibration Response Analysis of High-rise Building with TMD
Abstract
In recent years, with the increase height of buildings, the influence of the wind load on the building has been deeper and deeper. The wind resistant design has been an important issue in the design of high-rise building. Therefore,in this paper we analysed fluctuating wind load random response of the high-rise buildings with TMD device, this paper discusses the effects of TMD device parameters on the structure stochastic response, and lay a good foundation for the TMD system parameters optimization. Because of the classical damped of the equation, we cannot satisfy traditional real modal method of decoupling conditions, so we use the complex modal method and enlarge order method for the decoupling, getting the analytical solution of the equivalent wind spectrum corresponding structure stochastic wind vibration response. First we set up a reasonable model, then we use the software of matlab to finish a lot of the complex calculation, and to finish the calculation results data, draw the graphs. At last, we analyzed and summarized the result.
Keywords Tall buildings TMD Complex modal analysis method Decoupling