STUDY OF EARTHQUAKE ACTION AND TESTS OF MULTI-SILO SUPPORTED BY CYLINDER

Wang Mingping; Sun Fang; Gao Litang; Jing Chao; Teng Kai; Gen Shujiang

doi:10.13204/j.gyjz200510010

Volume 35 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(10): 29-32,8

Zhang Shuigen, Tong Genshu, Zhang Lei. LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED C AND Z-SECTION MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 38-44. doi: 10.13204/j.gyjz201312006

Citation:

Wang Mingping, Sun Fang, Gao Litang, Jing Chao, Teng Kai, Gen Shujiang. STUDY OF EARTHQUAKE ACTION AND TESTS OF MULTI-SILO SUPPORTED BY CYLINDER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 29-32,8. doi: 10.13204/j.gyjz200510010

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STUDY OF EARTHQUAKE ACTION AND TESTS OF MULTI-SILO SUPPORTED BY CYLINDER

doi: 10.13204/j.gyjz200510010

1.
1. College of Civil Engineering,Qingdao Technological University Qingdao 266033;
2.
2. Central Research Institute of Building and Construction of MCC Group Beijing 100088

Received Date: 2005-03-23
Publish Date: 2005-10-20

Abstract

Abstract

The simplified and practical calculation of multi|silo supported by cylinder is given, and it is discussed the changing law and influence factors, which are based on the study of the natural vibration characteristics and earthquake action by model test and computer analysis.The calculating formulae and short_cut methods for design, which are about the basic frequency of vibration,and the structural coefficient of the basic vibration model, are put forward.
- cylindrical-supporting,
- multi-silo,
- natural vibration characteristics,
- earthquake action,
- whiplash effect

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References(8)

References

[2] 马英儒.地震区贮仓的布置及结构形式.见:姚伯英,侯忠良编.构筑物抗震.北京:中国测绘出版社,1990.185～194;

GB 50077-2003 钢筋混凝土筒仓设计规范;

[3] GB 50193-93 构筑物抗震设计规范;

[4] 耿树江,高立堂,王命平.筒承式群仓自振特性的试验研究.工业建筑,2000,30(1):16～62;

[5] 荆超.筒承式群仓仓顶室鞭梢效应的试验研究及简化计算:[硕士学位论文].青岛:青岛理工大学,2001;

[6] 滕锴.筒承式群仓水平地震作用分析及简化计算:[硕士学位论文].青岛:青岛理工大学,2002;

[7] Horowite B,Nogueira F A.Stress Resultants due to Interstice Loading in Group of Four Cylindrical Silos.ACI Structural Journal,1999,96(2):307～313;

[8] 冶金工业建筑抗震设计指南编写组.冶金工业建筑抗震设计指南.北京:冶金工业出版社,1990

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