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超高层建筑空间巨型框架的半解析自由振动分析
供稿: 龚耀清;杨博 时间: 2019-05-20 次数:

作者:龚耀清;杨博

作者单位:河南理工大学土木建筑工程系浙江林学院园艺学院

摘要:将超高层建筑空间巨型框架结构等效连续化为一个加劲薄壁筒的组合体,以此空间三维模型,用半解析法对超高层建筑空间巨型框架结构进行了自由振动分析计算.结果表明,这种简化分析方法是有效、合理的.

基金:教育部科学技术重点项目(教技司[2000]156号);河南理工大学博士基金项目.;

关键词:超高层建筑结构;空间巨型框架;加劲薄壁筒;半解析法;常微分方程求解器;

DOI:10.16186/j.cnki.1673-9787.2005.01.016

分类号:TU973.23

Semi-analytical free vibration analysis of the space mega frame structure of the super high-rise buildings

Abstract:In the paper, super highrise building spacemegaframe structures are simplified equivalently and continuously to a threedimensional model, which is a combination of stiffenedthinwall tubes. And free vibration analysis of a super highrise building spacemegaframe structure was made by using semianalytical method based on the three dimensional model. The effectiveness and rationality of the method were verified through a numerical example.

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