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钢筋混凝土烟囱减震有限元分析

ANALYSIS OF SEISMIC RESPONSE OF REINFORED CONCRETE CHIMNEY FOR REDUCING VIBRATION BY FINITE ELEMENT METHOD

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【作者】 赵云飞张玉梅宋玉普董傲霜

【Author】 Zhao Yunfei(Jinzhou Shihua Building Limited Company Jinzhou 121001)Zhang Yumei Song Yupu(The State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology Dalian 116024)Dong Aoshuang(The Civil Engineering Department in Liaoning Institute of Technology Jinzhou 121001)

【机构】 锦州市实华建筑有限公司大连理工大学近海与海岸工程重点实验室辽宁工学院土木建筑系 锦州121001大连116024锦州121001

【摘要】 为降低大震下钢筋混凝土结构的刚度,以减轻结构物的地震灾害,采用在筒壁上开竖缝的方法,研究其对抗震性能的影响。对不同竖缝宽度、长度及不同数量的钢筋混凝土烟囱,用有限元法进行了对比分析,得出了些结论供工程参考。

【Abstract】 In order to reduce the structural drift stiffness and weaken the seismic response of structures under a strong earthquake,a reinforced concrete wall of the chimney with vertical seams has been designedThe effects on aseismic behaviors are discussedThe comparisons of the chimney with different width,length and quantities of the vertical seams have been madeSome conclusions may be as a reference for the engineering

  • 【文献出处】 工业建筑 ,Industrial Construction , 编辑部邮箱 ,2005年S1期
  • 【分类号】TU375;TU311.3
  • 【被引频次】2
  • 【下载频次】130
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