TMD控制下钢塔结构风振系数的计算方法  

Calculation Method for Wind Vibration Coefficient of Steel Tower with TMD

作　　者：马星[1] 刘学利[1] 陈亦[1] 

机构地区：[1]同济大学,上海200092

出　　处：《结构工程师》1998年第2期30-33,共4页Structural Engineers

摘　　要：本文研究了TMD控制下钢塔的风振系数，推导出其计算公式，进而计算结构的等效静力风荷载和风振响应。文章最后给出了工程实例。In this paper wind vibration coefficent of steel tower with TMD is studied and its calculation equation is derived, so that equivalent static wind loading and wind induced vibration responSe of structure can be calculated simply, and a project example is given.

关 键 词：TMD 钢塔 风振系数 振动控制 

分 类 号：TU311.3[建筑科学—结构工程]