Experimental analysis of Tuned Liquid Damper (TLD) for high raised structures
Experimental analysis of Tuned Liquid Damper (TLD) for high raised structures
摘要
Tuned liquid damper is one the passive structural control ways which has been used since mid 1980 decade for seismic control in civil engineering. This system is made of one or many tanks filled with fluid, mostly water that installed on top of the high raised structure and used to prevent structure vibration. In this article we will show how to make seismic table contain TLD system and analysis the result of using this system in our structure. Results imply that when frequency ratio approaches 1 this system can perform its best in both dissipate energy and increasing structural damping. And also results of these serial experiments are proved compatible with Hunzer linear theory behavior.
参考文献7
-
1Chopra. A. K.. Dynamic of structure: Theory and Application to Earthquake Engineering Prentice Hall, Englewood Cliffs, N. J., 1995.
-
2Daewoo Institute of Construction Technology. The Design and Analysis of Tall Buildings. Technical Report, 1996, DEP-007-96.
-
3Young-Kyu Ju. Structural Behavior of Water Sloshing Damper with Embossments Subject to Random Excitation 2004, 31: 120-132.
-
4LI S. J., LI G. Q., TANG J. and LI Q. S.. Shallow cylindrical tuned liquid damper for vibration control of high-rise structures. The Structural Design of Tall Buildings, 2002, 11(4): 295-308.
-
5Reed, D., YU J. K., Yeh, H. and Gardarsson, S.. Investigation of tuned liquid dampers under large amplitude excitation. ASCE Journal of Engineering Mechanics, 1998, 124(4): 405-413.
-
6M. j. Tait, A. A. El Damatty, N. Isyumov, M. R.. Siddique numerical flow models to simulate Tuned Liquid Dampers (TLD) with slat screens. Journal of Fluids and Structures, 2005, 20: 007-1023.
-
7Emami Azadi and Moan T. Ductility demand analysis of simplification pile-soil-jacket system under extreme sea waves and earthquakes. Proc of EURODYN 96 Conf., 1996: 1025-1034.
-
1王永生,曹凯.基于Timoshenko梁理论的层合梁线性理论[J].甘肃工业大学学报,1991,17(3):94-101. 被引量:1
-
2陈招平,董平,黄丽婷.高层建筑地震反应的TLD振动控制[J].建筑科学与工程学报,2008,25(1):122-126. 被引量:4
-
3张渊,杨德健,钟铁毅.高层建筑矩形TLD系统等效阻尼比分析[J].天津城市建设学院学报,2004,10(1):9-13. 被引量:3
-
4李春祥.高层钢结构建筑TLD风振舒适度控制优化设计[J].工业建筑,1999,29(10):27-29. 被引量:1
-
5刘艳霞,李春祥.高层钢结构建筑-TLD系统的抗震优化设计方法[J].工业建筑,2000,30(7):54-56. 被引量:2
-
6刘芳,金伟良,张奕.实际混凝土结构中氯离子结合理论对比分析[J].新型建筑材料,2007,34(6):13-17. 被引量:13
-
7Fabiana Rezende,Gihad Mohamad,Eduardo Rizzatti,Larissa D. Kirchhof,Elizabete Y.N. Bavastri.Experimental Analysis of Mechanical Behavior of Lintels with Murfor Reinforcement in Structural Masonry[J].Journal of Civil Engineering and Architecture,2014,8(5):573-580.
-
8刘明超,李慧,刘俊杰.基于MATLAB的压杆稳定性分析[J].四川建筑,2012,32(4):179-180. 被引量:2
-
9陈以一,沈祖炎,赵宪忠,陈扬骥,汪大绥,高承勇,陈红宇.上海浦东国际机场候机楼R2钢屋架足尺试验研究[J].建筑结构学报,1999,20(2):9-17. 被引量:53
-
10欧进萍,王永富.设置TMD、TLD控制系统的高层建筑风振分析与设计方法[J].地震工程与工程振动,1994,14(2):61-75. 被引量:80