高层建筑风激励振动控制Benchmark问题研究  

The Research on the Benchmark Problem for Vibration Control of Wind-excited Tall Buildings

作　　者：余香林[1] 余友熙[1] 

机构地区：[1]厦门大学建筑与土木工程学院,福建厦门361005

出　　处：《福建建筑》2011年第3期63-66,共4页Fujian Architecture & Construction

摘　　要：从历届的国际结构控制大会中可以看出,高层建筑风激励振动控制问题一直是结构工程师致力讨论和研究的重点课题。本文通过对风激励高层建筑模型进行自由度缩减和降阶处理,得到大大简化的评估模型。运用不同的控制方法和控制策略对基准问题高层建筑在脉动风荷载作用下的位移、速度和加速度响应量进行分析,提出基于随机分析的均方根响应和基于确定性分析的峰值响应两种性能指标。对控制策略施加设计约束条件,并合理设计采样控制器以比较无控结构、TMD控制结构和LQG控制结构在相同风激励作用下的均方根响应和峰值响应。最后评价和比较各种不同控制策略的性能指标和优化效果,以达到最优控制的目的。The problem for vibration control of wind-excited tall buildings has been a key issue that structural engineers devote to discussing and researching,which can be easily figured out from all the previous International Conferences on Structural Control.This paper derives a greatly simplified evaluation model through DOF condensation and order reduction for wind-excited tall buildings.It makes analysis the response quantities of displacement,velocity and acceleration for the benchmark problem of tall buildings under pulse wind excitations by using different control methods and control strategies,puts forward two different kinds of performance criteria： RMS responses based on stochastic analysis and peak responses based on deterministic analysis.It imposes constraints on the proposed control strategies,adequately designs sample controller for the comparison of RMS responses and peak responses of uncontrolled structure,TMD controlled structure and LQG controlled structure subject to the same wind excitations.In conclusion,some evaluations and comparisons are also made among performance criteria and optimization effects of various control strategies to obtain optimal control in this paper.

关 键 词：风激励 振动控制 降阶模型 评价指标 响应量 

分 类 号：TU973.3[建筑科学—结构工程]