The resonant response of mega-frame-core-tube structures of super tall buildings

被引:0
|
作者
Gong, Yao-Qing [1 ]
Lan, Zi-Xian [1 ]
机构
[1] School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454000, China
来源
Gongcheng Lixue/Engineering Mechanics | 2009年 / 26卷 / 03期
关键词
Ordinary differential equations - Tall buildings - Tubes (components);
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中图分类号
学科分类号
摘要
The resonant responses of mega-frame-core-tube structures are analyzed by the semi-analytical method based on ODE (Ordinary Differential Equation) solver, using a continuously distributed mass and stiffness model in space dimension. That is the mega-frame-core-tube structure and its foundation are simplified equivalently and continuously into a three-dimensional model, a stiffened thin-walled tube-in-tube on a semi-infinite elastic subgrade. The computed results indicate that the model is reasonable and feasible, and a new approach as well as a new dynamic analytical method is developed for the insight into dynamic performance of mega-frame-core-tube structures.
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页码:55 / 63
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