STUDY ON THE SEISMIC RESPONSE OF THE PRE-HEATER TOWER STRUCTURE FOR A CEMENT PLANT

Xu Ziguo; Wang Huaiwei; Cheng Xiaoyan; Chen Yesong; Tian Suqin; Ma Ming

doi:10.13204/j.gyjz201202010

Volume 42 Issue 2

Dec. 2014

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References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(2): 41-47

Huang Yi, Wang Yuanqing, Chen Hong, Shi Yongjiu. ANALYSIS OF ASEISMIC PROPERTIES OF LIGHT-WEIGHT STEEL MULTI-STOREY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 73-75. doi: 10.13204/j.gyjz200612020

Citation:

Xu Ziguo, Wang Huaiwei, Cheng Xiaoyan, Chen Yesong, Tian Suqin, Ma Ming. STUDY ON THE SEISMIC RESPONSE OF THE PRE-HEATER TOWER STRUCTURE FOR A CEMENT PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 41-47. doi: 10.13204/j.gyjz201202010

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STUDY ON THE SEISMIC RESPONSE OF THE PRE-HEATER TOWER STRUCTURE FOR A CEMENT PLANT

doi: 10.13204/j.gyjz201202010

1.
1. Cabr Technology Co.Ltd,Beijing 100013,China;
2.
2. Anhui Hailuo Design and Research Institute of Building Material,Wuhu 241000,China

Received Date: 2011-02-12
Publish Date: 2012-02-20

Abstract

Abstract

The frame structure of pre-heater is one important industrial building in the NSP cement production lines.It was investigated that the nonlinear responses of one certain pre-heater frame structure under variable earthquake intensity motions with elasto-plastic time-history analysis and also studied the inherent law.The analysis revealed the yield mechanism and the failure mode of the structure.It was also discussed the importance of brace member for the structure,and obtained some valuable conclusions for the aseismic design of pre-heater frame structure.
- pre-heater frame structur,
- eseismic responses,
- dynamic elasto-plastic analysis,
- failure mode