Lu Yaqin, Ma Kejian, Zhang Huagang, Yuan Bo, Li Li, Feng Gengshuai. ANALYSIS OF PERFORMANCE OF HIGH GRID FRAME STRUCTURE WITH PHOSPHOGYPSUM AS THE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 56-59. doi: 10.13204/j.gyjz201204012
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
Lu Yaqin, Ma Kejian, Zhang Huagang, Yuan Bo, Li Li, Feng Gengshuai. ANALYSIS OF PERFORMANCE OF HIGH GRID FRAME STRUCTURE WITH PHOSPHOGYPSUM AS THE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 56-59. doi: 10.13204/j.gyjz201204012
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
STUDY ON THE SEISMIC RESPONSE OF THE PRE-HEATER TOWER STRUCTURE FOR A CEMENT PLANT
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: 2011-02-12Publish Date:
2012-02-20
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.
References
中国建筑科学研究院建筑结构研究所. 水泥厂窑尾塔架结构地震反应研究[R].2010.
GB 50010-2002.混凝土结构设计规范[S].
GB 50011-2001(2008版).建筑抗震设计规范[S].
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