TMD CONTROL RESEARCH OF HIGH-RISE REINFORCED CONCRETE FRAME SUBJECTED TO RECTANGULAR CYCLIC IMPULSE EXCITATION

Yan Anzhi; Sun Haili; Lu Jingjing; Zhang Zhanqian; He Na

doi:10.13204/j.gyjz201104002

Volume 41 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(4): 6-10,118

Yan Anzhi, Sun Haili, Lu Jingjing, Zhang Zhanqian, He Na. TMD CONTROL RESEARCH OF HIGH-RISE REINFORCED CONCRETE FRAME SUBJECTED TO RECTANGULAR CYCLIC IMPULSE EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 6-10,118. doi: 10.13204/j.gyjz201104002

Citation:

Yan Anzhi, Sun Haili, Lu Jingjing, Zhang Zhanqian, He Na. TMD CONTROL RESEARCH OF HIGH-RISE REINFORCED CONCRETE FRAME SUBJECTED TO RECTANGULAR CYCLIC IMPULSE EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 6-10,118. doi: 10.13204/j.gyjz201104002

Citation:

PDF( 0 KB)

TMD CONTROL RESEARCH OF HIGH-RISE REINFORCED CONCRETE FRAME SUBJECTED TO RECTANGULAR CYCLIC IMPULSE EXCITATION

doi: 10.13204/j.gyjz201104002

1.
School of Civil Engineering,Henan Polytechnic University,Jiaozuo 454003,China

Received Date: 2010-10-20
Publish Date: 2011-04-20

Abstract

Abstract

Taking a gasification furnace workshop in Yima as investigated object，using the finite-element program ANSYS，the response of the structure under rectangular cyclic impulse excitation is researched. The TMD control system is designed， and the gasification furnace is considered as inertial mass of the system. The dynamic performance of the frame structure with the TMD control system was analyzed. The results show that the structural responses under the excitation are effectively reduced by 60% at least by the TMD system.
- frame structure,
- ANSYS,
- finite element analysis,
- rectangular cyclic impulse excitation

FullText(HTML)

References(10)

References

龙旭.结构速度相关型阻尼减振体系抗振分析[D].哈尔滨:哈尔滨工业大学,2004.

[2] 税强,田云飞.结构被动控制的应用与发展[J].工程结构,2008(4):143－146.

[3] 尚晓江,邱峰,赵海峰.ANSYS结构有限元高级分析方法与范例应用[M].北京:中国水利水电出版社,2005:388－395.

[4] SoongTT,DargushGF.结构工程中的被动消耗系统[M].董平,译.北京:科学出版社,2006:172－178.

[5] 滕军.结构振动控制的理论、技术和方法[M].北京:科学出版社,2009,36(4):83－87.

[6] NielsenEJ,LaiML,SoongTT,etal.ViscoelasticDamperOverviewforSeismicandWindApplications[C]//ProceedingsofSPIE-TheInternationalSocietyforOpticalEngineering,1996,(2720):138－144.

[7] PallAS,MarshC.ResponseofFrictionDampedBracedFrames[J].JournalofStructuralDivision,ASCE,1982,108(ST6):1313－1323.

[8] 王新敏.ANSYS工程结构数值分析[M].北京:人民交通出版社,2007:385－402.

[9] 许宗伟.桩土相互作用对桥塔TMD风振控制的影响研究[D].哈尔滨:哈尔滨工业大学.2006.

[10] 包世华.结构动力学[M].武汉:武汉理工大学出版社,2004:63－66.

Relative Articles

Supplements(0)

Cited By

Proportional views