THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS

Li Yongjing; Zhang Jing; Zhang Xu

doi:10.13204/j.gyjz201305015

Volume 43 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(5): 68-72

Li Yongjing, Zhang Jing, Zhang Xu. THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 68-72. doi: 10.13204/j.gyjz201305015

Citation:

Li Yongjing, Zhang Jing, Zhang Xu. THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 68-72. doi: 10.13204/j.gyjz201305015

Citation:

PDF( 0 KB)

THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS

doi: 10.13204/j.gyjz201305015

1.
Institute of Civil Engineering and Transportation,Liaoning Technical University,Fuxin123000,China

Received Date: 2013-02-28
Publish Date: 2013-05-20

Abstract

Abstract

In order to control the catastrophe problem of eccentric structure caused by the coupling vibration of torsion under the action of the earthquake effectively, based on the theory analysis and numerical calculation, the motion equation of the coupling vibration of torsion under the action of the earthquake was built, through investigating the control effect of viscous damper for eccentric structure torsion coupling vibration, it was made a comparative analysis of seismic response of the eccentric structure with viscous dampers arranged by four schemes, and also quantified the influence of the combined protection of the viscous damper and steel support on the damping effect of the eccentric structure.The results of the study show that the maximum displacement and the displacement angle of layers of the eccentric structure with the viscous damper can be controlled effectively under the double action of earthquake;the torsion can be controlled effectively with the herringbone arrangement of viscous damper under the action of multiple earthquake, the control effect of different arrangement is basically the same under the action of rare earthquake, the results can provide reference for the vibration control of torsional effect of similar eccentric structures under the action of earthquake.
- eccentric structures,
- viscous damper,
- displacement ratio,
- torsion coupling,
- finite element,
- boundary conditions,
- numerical analysis

FullText(HTML)

References(11)

References

[2] Warburton G B,Soni S R. Errors of Torsional Coupling on?Earthquake Forces in Buildings [J]. Journal of Structural Division?ASCE,1977,103(5):805-819.

李宏男.结构多维抗震理论与设计方法[M].北京:科学出版社,1998:81-85.

[3] Huang W H. Dynamic Characteristic of Equipment-Structure?Systems with Torsional Effect [D]. Chinese Taipei: Department of?Civil Engineering,National Taiwan University,1991.

[4] Yang Yeongbin,Huang Weihis. Seismic Response of Light?Equipment in Torsional Buildings [J]. Earthquake Engineering?and Structural Dynamics,1993,22(2):113-128.

[5] Sackman J L,Kiureghian A D,Nour-Omid B. Dynamic Analysis?of Light Equipment in Structures: Modalproperties of the Combined?System [J]. Journal of Engineering Mechanics,ASCE,1983,109(1):73-89.

[6] 黄世敏,魏琏,衣洪建,等.地震作用下不对称高层建筑平移-扭转耦联振动的控制研究[J].工程抗震,2003,12(4):1-6.

[7] 马东升,周德源,孙良宏.平面 L 形高层建筑的扭转效应分析及对策[J].结构工程师,2005,21(21):10-14.

[8] 周云.黏滞阻尼器减震结构设计[M].武汉:武汉理工大学出版社,2006:55-60.

[9] 何浩祥,张玉怿,李宏男.建筑结构在双向地震作用下的扭转震动效应[J].沈阳建筑工程学院学报,2002,18(4):241-243.

[10] 魏琏,王森,韦承基.水平地震作用下不对称不规则结构的抗扭设计方法研究[J].建筑结构,2005,35(8):12-17.

[11] 刘畅.偏心结构在地震作用下的扭转反应研究[D].长沙:湖南大学,2007.

Relative Articles

[1]	XUE Hao, LIU Jinyang, LUO Zheng, XUE Jianyang, GE Hongpeng. Parameter Analysis on Damping Effect of a Novel Viscously-Damped Outrigger[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 189-193. doi: 10.13204/j.gyjzG21111515
[2]	Zhu Zhijun Zhang Qing Tan Yongqiang Zhou Xiangjiang, . RESEARCH ON EQUIVALENT ANALYSIS OF TRUSS BEAMS OF PREFABRICATED STEEL FRAME STRUCTURE WITH DIAGONAL BRACING JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 24-30. doi: 10.13204/j.gyjz201510005
[3]	Wang Fengsheng. A 3D FEM ANALYSIS OF CREEP DEFORMATION LAW OF ASPHALT PAVEMENT BASED ON BURGERS VISCOELASTIC MODEL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 104-109. doi: 10.13204/j.gyjz201403022
[4]	Chen Chanhong, Huang Ying, Shan Jian. THE FINITE ELEMENT MODEL STUDY ON THE PRE- TWISTED EULER BEAM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 94-97. doi: 10.13204/j.gyjz2011205017
[5]	Han Jun, Li Yingmin, Pan Yi, Chen Weixian. RULE OF ELASTO-PLASTIC TORSIONAL RESPONSE OF THE ECCENTRIC FRAME-SHEAR WALL STRUCTURE UNDER EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 1-6,11. doi: 10.13204/j.gyjz201203001
[6]	Sun Jinkun, Cheng Min, He Xin, Guo Xiaokang. VISCOUS DAMPING SEISMIC DESIGN OF FRAME-SHEAR WALL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 66-70. doi: 10.13204/j.gyjz201105016
[7]	Sun Jinkun, Guo Xiaokang, He Xin, Feng Yunping. RESEARCH ON VISCOUS DAMPERS APPLIED TO HIGH-RISE SHORT-LEG SHEAR WALLS STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 49-54,73. doi: 10.13204/j.gyjz201108014
[8]	Zhou Zhanxue, Ma Jiansuo, Zhang Hai. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 74-76,63. doi: 10.13204/j.gyjz201002017
[9]	Liu Ronggui, Xu Fei. FINITE ELEMENT ANALYSIS OF BONDING ANCHORS FOR EXPERIMENTAL BRIDGE WITH CFRP CABLES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 61-64. doi: 10.13204/j.gyjz200912016
[10]	Yang Zhao, Dai Shaobin. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF BRICK WALL STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 124-127. doi: 10.13204/j.gyjz200905028
[11]	Zhao Wei, Tong Genshu. FINITE ELEMENT ANALYSIS OF STIFFENED T-STUB CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 102-105. doi: 10.13204/j.gyjz200806026
[12]	Xie Huali, Zhang Peng, Dong Shier, Ruan Shangzhi, Li Zongxin. FE ANALYSIS OF RESIDUAL STRENGTH OF CORRODED STEEL CHIMNEY AND RESEARCH ON REINFORCEMENT MEASURES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 116-119. doi: 10.13204/j.gyjz200807029
[13]	Yang Youfa, Cao Jianliang, Zou Yinsheng. DYNAMIC ANALYSIS OF STRUCTURES WITH VISCOUS DAMPERS BASED ON SPACE COOPERATION THEORY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 38-40. doi: 10.13204/j.gyjz200807009
[14]	Huang Silin, Liang Xingwen, Yang Kejia. SIMULATION ANALYSIS ON BASIC BEHAVIOR OF HIGH?STRENGTH CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 38-41,71. doi: 10.13204/j.gyjz200703011
[15]	Lu Jun-long, Zhang Yin, Yao Qian-feng. ANALYSIS OF CONSTRUCTION OF RECTIFICATION OF MASONRY PAGODA BY FINITE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 122-124. doi: 10.13204/j.gyjz200712029
[16]	Bai Xiao-hong, Bai Guo-liang, Wu Tao. 3-D SEISMIC RESPONSE ANALYSIS OF R.C.FRAME-BENT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 34-37. doi: 10.13204/j.gyjz200711010
[17]	Xu Qiang, Wu Shengxing. NON-LINEAR FEM ANALYSIS OF INTERACTION AMONG PILE-SUPPORT, PILES AND SOIL OF A CABLE-STAYED BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 16-19. doi: 10.13204/j.gyjz200505004
[18]	Chen Limin, Chen Sizuo. NUMERICAL ANALYSIS AND EXPERIMENTAL STUDY ON LOCAL STABILITY OF CYLINDRICAL SHELL UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 69-72. doi: 10.13204/j.gyjz200510021
[19]	Zhou Xiaosong, Pei Xingzhu, Liao Shuqing. ANALYSIS OF THE COUPLING RESPONSE BETWEEN TRANSLATION AND TORSION UNDER EARTHQUAKE OF ACTUAL ASYMMETRIC STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 32-36,54. doi: 10.13204/j.gyjz200512010
[20]	Zuo Zhongjie, Chen Liu, Yu Weixiong, Lou Yu, Liu Weiqing. THE FINITE ELEMENT METHOD AND EXPERIMENTAL STUDY ON MODEL ANALYSIS OF THE ELASTICALLY SUPPORTED PLATFORM STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 53-55. doi: 10.13204/j.gyjz200408018