EFFECT OF ADDITIVE COLUMN IN NEW BUILDING STRUCTURE SUBJECTED TO PULSATING WIND LOADS

Lian Yeda; Zhang Xun’an; Qin Xiangjun; Wang Zhaoxia

doi:10.13204/j.gyjz200808011

Volume 38 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(8): 39-41,45

Lian Yeda, Zhang Xun’an, Qin Xiangjun, Wang Zhaoxia. EFFECT OF ADDITIVE COLUMN IN NEW BUILDING STRUCTURE SUBJECTED TO PULSATING WIND LOADS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 39-41,45. doi: 10.13204/j.gyjz200808011

Citation:

Lian Yeda, Zhang Xun’an, Qin Xiangjun, Wang Zhaoxia. EFFECT OF ADDITIVE COLUMN IN NEW BUILDING STRUCTURE SUBJECTED TO PULSATING WIND LOADS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 39-41,45. doi: 10.13204/j.gyjz200808011

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EFFECT OF ADDITIVE COLUMN IN NEW BUILDING STRUCTURE SUBJECTED TO PULSATING WIND LOADS

doi: 10.13204/j.gyjz200808011

1.
1. School of Mechanics and Civil Architecture,Northwestern Polytechnical University Xi’an 710072;
2.
2. Xi’an Design Institute of Coal Industrial Ministry Xi’an 710054

Received Date: 2007-10-13
Publish Date: 2008-08-20

Abstract

Abstract

Two wind load bearing schemes for the new building structure are firstly advanced.The idea of setting additive column in this new building structure is firstly proposed.Based on the two load-bearing schemes,the effect of the stiffness of additive column on the dynamic performances of the top mega and sub-structure subjected to pulsating wind loads is investigated.The dynamical responses of the holistic sub-structure with different stiffness of the additive column are analyzed.The research indicates that additive column can adjust the dynamic performance of this new building structure,and effectively improve its holistic vibration-resistance ability.
- new building structure,
- additive column,
- pulsating wind loads

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References(7)

References

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