Research on TLD seismic reduction for frame structure Click Copy

Research on TLD seismic reduction for frame structure

References:

[1] 李宏男,贾 影,李晓光,等.利用TLD减小高柔结构多振型地震反应的研究[J].地震工程与工程振动,2000,20(2):122-128. LI Hong-nan,JIA Ying,LI Xiao-guang,et al.Study on vibration control using TLDs for multi-mode responses of tall flexible structures[J].Earthquake Engineering and Engineering Vibration,2000,20(2):122-128. [2] 梁启智,熊俊明,黄庆辉.调谐液体阻尼器对高层建筑和高耸结构动力反应控制研究综述[J].世界地震工程,2002,18(1):123-127. LIANG Qi-zhi,XIONG Jun-ming,HUANG Qing-hui.A review on dynamic response control of tall buildings and high rise structures by tuned liquid damper(TLD)[J].World Earthquake Engineering,2002,18(1):123-127. [3] 楼梦麟,韩博宇.高基频结构TLD减震控制研究[J].地震工程与工程振动,2014,34(2):146-153. LOU Meng-lin,HAN Bo-yu.Study on TLD seismic reduction for high natural frequency structure[J].Earthquake Engineering and Engineering Dynamics,2014,34(2):146-153. [4] 贾 影,赵 林,余 枫.不同参数对TLD振动控制作用的影响[J].地震工程与工程振动,2006,26(4):226-230. JIA Ying,ZHAO Lin,YU Feng.Effect of different parameters on TLD vibration control[J].Earthquake Engineering and Engineering Vibration,2006,26(4):226-230. [5] Sun L M,Fujino Y,Koga K.A model of tuned liquid damper for suppressing pitching motins of structure[J].Earthquake Engineering and Structural Dynamic,1995,24(6):625-636. [6] Housner G W.Dynamic pressure on accelerated fluid co-ntainer[J].Bull Seism Soe Am,1957,47(1):15-35. [7] 陈少杰,韩航波.钢结构住宅体系抗震性能[J].西安科技大学学报,2014,34(1):44-47. CHEN Shao-jie,HAN Hang-bo.Seismic performance of steel structure residential system[J].Journal of Xi'an University of Science and Technology,2014,34(1):44-47. [8] 李 峰,闫芳芳,白 韬,等.大跨度输煤钢结构栈桥模态及竖向地震响应[J].西安科技大学学报,2013,33(5):549-553. LI Feng,YAN Fang-fang,BAI Tao,et al.Modal and vertical seismic response analysis of long-span steel structure for coal-conveyer gallery[J].Journal of Xi'an University of Science and Technology,2013,33(5):549-553. [9] 柳国环,李宏男,国 巍.TLD-结构体系转化为TMD-结构体系的减振计算方法[J].工程力学,2011,28(5):31-40. LIU Guo-huan,LI Hong-nan,GUO Wei.An equivalent calculation method for analysis of structural vibration control of transforming TLD-Structure to TMD-Structure system[J].Engineering Mechanics,2011,28(5):31-40. [10]贾 影,李宏男,李玉成.高层建筑利用TLD减震的实例计算[J].地震工程与工程振动,2000,20(1):135-140. JIA Ying,LI Hong-nan,LI Yu-cheng.An actual computing example for a tall structure using TLD to reduce vibration[J].Earthquake Engineering and Engineering Vibration,2000,20(1):135-140. [11]GB50011-2010,建筑抗震设计规范[S].北京:中国建筑工业出版社,2010. GB50011-2010,Code for seismic design of buildings[S].Beijing:China Architecture & Building Press,2010.

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收稿日期:2015-05-10 责任编辑:刘 洁 基金项目:上海工程技术大学研究生科研创新项目(20140608012) 通讯作者:王 建(1990-),男,安徽马鞍山人,硕士研究生,E-mail:leslie-wj@163.com