BAR-LAYER MODEL OF RIGIDITY MATRIX OF MAIN FRAME IN MULTIFUNCTIONAL VIBRATION-ABSORPTION MEGAFRAME STRUCTURE FOR DYNAMICAL ANALYSIS

Zhang Min; Hu Shu-lan

doi:10.13204/j.gyjz200604012

Volume 36 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(4): 40-42,25

Mao Xiaofei, Yang junjie, Zhag Zhu. EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 70-74. doi: 10.13204/j.gyjz201011018

Citation:

Zhang Min, Hu Shu-lan. BAR-LAYER MODEL OF RIGIDITY MATRIX OF MAIN FRAME IN MULTIFUNCTIONAL VIBRATION-ABSORPTION MEGAFRAME STRUCTURE FOR DYNAMICAL ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 40-42,25. doi: 10.13204/j.gyjz200604012

Mao Xiaofei, Yang junjie, Zhag Zhu. EXPERIMENTAL STUDY ON THE SHEAR CARRYING CAPACITY OF Z-SHAPED COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 70-74. doi: 10.13204/j.gyjz201011018

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BAR-LAYER MODEL OF RIGIDITY MATRIX OF MAIN FRAME IN MULTIFUNCTIONAL VIBRATION-ABSORPTION MEGAFRAME STRUCTURE FOR DYNAMICAL ANALYSIS

doi: 10.13204/j.gyjz200604012

1.
College of Civil Engineering and Architecture,East China Jiaotong University Nanchang 330013

Received Date: 2005-12-20
Publish Date: 2006-04-20

Abstract

Abstract

Aimed at the dynamical analysis of multifunctional vibration-absorption megaframe structure,this paper presented a bar-layer model of rigidity matrix easy to apply in the main frame.Moreover,this model is appropriately simplified.This study seems to indicate that this model has been relatively simple in calculation,and may be a practical method for computing the rigidity matrix of the main frame.
- megaframe,
- dynamical analysis,
- rigidity matrix,
- model of bar-layer

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References(4)

References

龙驭球, 包世华. 结构力学(第二版) 1 北京: 高等教育出版社,1996: 254-468

包世华. 新编高层建筑结构. 北京: 中国水利水电出版社, 2001:85-95

程卫国, 冯峰, 王雪梅, 等.MATLAB 611 精要编程及高级应用.北京: 机械工业出版社,2000: 148-256

张敏. 巨型框架多功能减振结构风振控制研究: [ 博士学位论文]. 南京: 东南大学,2003: 10-15

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