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Volume 42 Issue 4
Dec.  2014
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Article Contents
Liu Lin, Bai Guoliang, Xue Haijun, Zeng Jinsheng. STUDY ON LATERAL- TORSIONAL COUPLED SEISMIC RESPONSE ANALYSIS OF SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER IN 1000 MW THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 131-135. doi: 10.13204/j.gyjz201204027
Citation: Liu Lin, Bai Guoliang, Xue Haijun, Zeng Jinsheng. STUDY ON LATERAL- TORSIONAL COUPLED SEISMIC RESPONSE ANALYSIS OF SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER IN 1000 MW THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 131-135. doi: 10.13204/j.gyjz201204027

STUDY ON LATERAL- TORSIONAL COUPLED SEISMIC RESPONSE ANALYSIS OF SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER IN 1000 MW THERMAL POWER PLANT

doi: 10.13204/j.gyjz201204027
  • Received Date: 2011-10-15
  • Publish Date: 2012-04-20
  • Support structure system of air cooled condenser is an important component in a thermal power plant,the security of the structure directly related to the normal operation of the power plant. Spatial steel truss-reinforced concrete pipe column vertical hybrid structure, whose stiffness and mass is badly non-uniform at vertical direction, is used in the traditional 300 MW and 600 MW unit thermal power plants. Compared with the 300 MW and 600MW unit power plants,processing set-up and support structure have changed in 1 000 MW unit power plant,the risk that caused by deterioration of the structure is fearful. Because of the torsional effect and the coupling effect between the modes are obvious in this kind of structure,multidimensional earthquake response analysis,in which torsional components of ground motion is considered,is put forward in this paper to study the force transmission mechanism. Research results show that lateral-torsional coupled seismic design should be considered severely in this kind of vertical hybrid structure.
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  • 李红星.大型火力发电厂空冷支架结构体系抗震性能试验研究[D].西安:西安建筑科技大学,2006.
    [2] 刘林,白国良,赵春莲.空冷支架结构温度与地震作用协调研究[J].世界地震工程,2008,24(3): 154-158.
    [3] 白国良,刘林,李晓文,等.空冷支架结构基于内容物的性能设计方法研究[J].建筑结构学报,2008,29(5):107-113.
    [4] 赵春莲,李红星,冉颢,等.1000 MW 直接空冷机组支架结构体系研究[J].武汉大学学报:工学版,2007:180-184.
    [5] 李宏男,孙立晔.地震面波产生的地震转动分量研究[J].地震工程与工程振动,2001,21(1):15-23.
    [6] 孙士军,陈国兴.地面运动转动分量的合成方法[J].地震学刊,1998(1):19-25.
    [7] 王君杰,胡聿贤.地震动旋转分量的研究[J].地震工程与工程振动,1991,11(2):1-10.
    [8] 孙士军,陈国兴.地面转动分量的标准反应谱[J].南京建筑工程学院学报,1999,51(4):10-14.
    [9] 李宏男,孙丽.结构在多维地震动作用下抗震计算组合方法[J].大连理工大学学报,2003,43(3):338-343.
    [10] 刘林,白国良,曾金盛,等.直接空冷电厂低频运转大直径风机系统振动研究[J].钢结构,2012,27(5):21-25.
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