上海铁道大学学报(理工辑)2000，Vol.21Issue(10)：73-75，105,4.
高层建筑驰振临界风速研究
Critical Wind－velocity of Galloping Instability on Tall Buildings
摘要
Abstract
Tall－buildings may produce across－instability induced by flow, it means galloping oscillation. This article will give the formula of the critical wind － velocity by analysing the nonliner equation of random vibration.关键词
高层建筑/驰振/临界风速Key words
high－rise buildings/galloping oscillation/critical wind － velocity分类
建筑与水利引用本文复制引用
龙仲芬..高层建筑驰振临界风速研究[J].上海铁道大学学报(理工辑),2000,21(10):73-75，105,4.
