|本期目录/Table of Contents|

[1]陈招平,董平,黄丽婷.高层建筑地震反应的犜犔犇振动控制[J].建筑科学与工程学报,2008,25(01):122-126.
 CHEN Zhao-ping,DONG Ping,HUANG Li-ting.TLD Vibrational Controlling for Seismic Response of High-rise Building[J].Journal of Architecture and Civil Engineering,2008,25(01):122-126.
点击复制

高层建筑地震反应的犜犔犇振动控制(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
25卷
期数:
2008年01期
页码:
122-126
栏目:
出版日期:
2008-03-20

文章信息/Info

Title:
TLD Vibrational Controlling for Seismic Response of High-rise Building
作者:
陈招平董平黄丽婷
华中科技大学土木工程与力学学院,湖北武汉430074
Author(s):
CHEN Zhao-ping, DONG Ping, HUANG Li-ting
School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, Hubei, China
关键词:
结构控制 高层建筑 调谐液体阻尼器 动力反应 层间位移
Keywords:
structure control high-rise building tuned liquid damper dynamic response story displacement
分类号:
TU311.3
DOI:
-
文献标志码:
A
摘要:
利用调谐液体阻尼器(Tuned Liquid Damper,TLD)对高层建筑地震反应进行振动控制研究。根据Fujino等提出的矩形TLD减振基本原理,建立了TLD中液体动水压力的控制方程,并采用有限差分法对矩形浅水TLD液体动水压力进行数值模拟,然后根据1栋91.0 m的高层建筑实际情况提出几种TLD设计方案,分别对其进行TLD-结构地震作用下的动力分析,比较几种方案的减振效果,确定最佳方案及具体的结构振动控制设计。结果表明,TLD系统对高层建筑地震作用下的加速度反应和位移反应均具有比较好的控制效果。
Abstract:
The vibration control was presented for the high-rise building using tuned liquid damper(TLD)to reduce seismic response. Authors first formulated the governing equation of the movement of the water in the TLD based on the basicprinciple of the vibration suppression of the structure with shallow water rectangular TLD presented by Fujino. The finite difference method was used to simulate the dynamicliquid pressure. According to the present situation in the example of a 91.0 m high-rise building, authors then proposed several kinds of TLD design plans according to the conditions of the project, chosed the best one according to the dynamicresponse analysis of the TLD-structure system. The results show that the TLD system can efficiently reduce the responses of acceleration and displacement for high-rise building under the condition of seismic.

参考文献/References:

[1] 楼梦麟,雍国柱,李建元.阻尼特性对组合结构地震反应的影响[J].建筑科学与工程学报,2007,24(2):24-29. LOU Meng-lin,YONG Guo-zhu,LI Jian-yuan.Influence of Damping Characteristics on Seismic Responses of Composite Structures[J].Journal of Architecture and Civil Engineering,2007,24(2):24-29.
[2] YAO J T P.Concept of Structural Control[J].Journal of Structural Division,1972,98(7):1 567-1 574.
[3] SONG T T,DARGUSH G F.Passive Energy Dissipation System in Structure Engineering[M].New York:John Wiley & Sons,1997.
[4] 陆金甫,关 治.偏微分方程数值解法[M].北京:清华大学出版社,2004. LU Jin-fu,GUAN Zhi.Numerical Solution Method of the Partial Differential Equation[M].Beijing:Tsinghua University Press,2004.
[5] 刘大海,杨翠如,钟锡根.高层建筑抗震设计[M].北京:中国建筑工业出版社,1993. LIU Da-hai,YANG Cui-ru,ZHONG Xi-gen.Seismic Design of the High-rise Structure[M].Beijing:China Architecture & Building Press,1993.
[6] PRADIPTA B,MOHAN M.Tuned Liquid Dampers for Controlling Earthquake Response of Structures[J].Earthquake Engineering and Structural Dynamics,2000,29(5):588-602.
[7] GB 50011-2001,建筑抗震设计规范[S]. GB 50011-2001,Code for Seismic Design of Buildings[S].

相似文献/References:

[1]汪权,王建国,张鸣祥.高层建筑结构随机风速场的数值模拟及风振控制[J].建筑科学与工程学报,2011,28(02):32.
 WANG Quan,WANG Jian-guo,ZHANG Ming-xiang.Numerical Simulation of Stochastic Wind Velocity Field and Wind Vibration Control of High-rise Building Structures[J].Journal of Architecture and Civil Engineering,2011,28(01):32.
[2]尹飞,谭平,黄东阳,等.内置挡板调谐液体阻尼器对高层结构的地震反应控制研究[J].建筑科学与工程学报,2009,26(01):75.
 YIN Fei,TAN Ping,HUANG Dong-yang,et al.Research on Seismic Responses of High-rise Structures Controlled by Tuned Liquid Damper Embedded Baffles[J].Journal of Architecture and Civil Engineering,2009,26(01):75.
[3]楼梦麟,杨燕,潘小樟,等.汶川地震中上海高层建筑动力反应分析[J].建筑科学与工程学报,2009,26(03):82.
 LOU Meng-lin,YANG Yan,PAN Xiao-zhang,et al.Dynamic Response Analysis of High-rise Buildings in Shanghai During Wenchuan Earthquake[J].Journal of Architecture and Civil Engineering,2009,26(01):82.
[4]沈蒲生,方辉,夏心红,等.考虑施工过程和收缩徐变的框架结构简化分析[J].建筑科学与工程学报,2006,23(02):41.
 SHEN Pu-sheng,FANG Hui,XIA Xin-hong,et al.Simplified Analysis for Frame Structure Considering Construction Process, Shrinkage and Creep[J].Journal of Architecture and Civil Engineering,2006,23(01):41.

备注/Memo

备注/Memo:
收稿日期:2007-11-20
基金项目:国家自然科学基金项目(50778079)
作者简介:陈招平(1981-),男,江西高安人,工学硕士,E-mail:zaopin008.student@sina.com。
更新日期/Last Update: 2008-03-20