FINITE ELEMENT ANALYSIS OF BEIJING NEW PLANETARIUM

Li Yongmei; Zhang Ruiguo; Li Feng; Li Xuesong

doi:10.13204/j.gyjz200503027

Volume 35 Issue 3

Dec. 2014

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Li Yongmei, Zhang Ruiguo, Li Feng, Li Xuesong. FINITE ELEMENT ANALYSIS OF BEIJING NEW PLANETARIUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 80-83. doi: 10.13204/j.gyjz200503027

Citation:

Li Yongmei, Zhang Ruiguo, Li Feng, Li Xuesong. FINITE ELEMENT ANALYSIS OF BEIJING NEW PLANETARIUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 80-83. doi: 10.13204/j.gyjz200503027

Li Yongmei, Zhang Ruiguo, Li Feng, Li Xuesong. FINITE ELEMENT ANALYSIS OF BEIJING NEW PLANETARIUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 80-83. doi: 10.13204/j.gyjz200503027

Citation:

Li Yongmei, Zhang Ruiguo, Li Feng, Li Xuesong. FINITE ELEMENT ANALYSIS OF BEIJING NEW PLANETARIUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 80-83. doi: 10.13204/j.gyjz200503027

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FINITE ELEMENT ANALYSIS OF BEIJING NEW PLANETARIUM

doi: 10.13204/j.gyjz200503027

1.
1. College of Architecture and Engineering,Beijing University of Technology Beijing 100022;
2.
2. College of Architecture and Engineering,China Space Civil &Building Engineering Design &Research Institute Beijing 100071;
3.
3. Xingtai Building Group Limited Company Xingtai 054000

Received Date: 2004-10-20
Publish Date: 2005-03-20

Abstract

Abstract

A novel seismic type of structural system called steel skeleton concrete frame-brace structure is used for Beijing new planetarimu,whose structural system is very complex.Calculation and analysis are carried out on static and dynamic responses for the engineering by means of finite element analysis program ANSYS,which provides a basis for design of structural members.Brace memebers are mainly discussed of dissipating energy under the action of earthquake.Finally some useful conclusions can be drawn to direct engineering practice.
- steel skeleton concrete frame-brace,
- static and dynamic responses,
- dissipate energy by brace members