Tuned liquid dampers simulation for earthquake response control of buildings

被引:24
作者
Novo, T. [1 ]
Varum, H. [1 ]
Teixeira-Dias, F. [2 ]
Rodrigues, H. [1 ]
Falcao Silva, M. [3 ]
Campos Costa, A. [3 ]
Guerreiro, L. [4 ]
机构
[1] Univ Aveiro, Dept Civil Engn, P-3800 Aveiro, Portugal
[2] Univ Edinburgh, Sch Engn, Inst Infrastruct & Environm, Edinburgh EH9 3JL, Midlothian, Scotland
[3] Natl Lab Civil Engn, Struct Dept, Earthquake Engn & Struct Dynam Ctr, Lisbon, Portugal
[4] Univ Tecn Lisboa, Dept Civil Engn Architecture & Georesources, Lisbon, Portugal
关键词
Tuned liquid damper; TLD; Earthquake protection systems; Energy dissipation; Numerical simulation; Sloshing; MOTION;
D O I
10.1007/s10518-013-9528-2
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper is focused on the study of an earthquake protection system, the tuned liquid damper (TLD), which can, if adequately designed, reduce earthquake demands on buildings. This positive effect is accomplished taking into account the oscillation of the free surface of a fluid inside a tank (sloshing). The behaviour of an isolated TLD, subjected to a sinusoidal excitation at its base, with different displacement amplitudes, was studied by finite element analysis. The efficiency of the TLD in improving the seismic response of an existing building, representative of modern architecture buildings in southern European countries was also evaluated based on linear dynamic analyses.
引用
收藏
页码:1007 / 1024
页数:18
相关论文
共 21 条
[1]  
Banerji P, 2000, EARTHQUAKE ENG STRUC, V29, P587, DOI 10.1002/(SICI)1096-9845(200005)29:5<587::AID-EQE926>3.0.CO
[2]  
2-I
[3]   Earthquake shaking scenarios for the metropolitan area of Lisbon [J].
Carvalho, A. ;
Zonno, G. ;
Franceschina, G. ;
Serrac, J. Bile ;
Costa, A. Campos .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2008, 28 (05) :347-364
[4]  
Carvalho A, 2005, P C 250 ANN 1755 LIS
[5]  
Chopra AnilK., 2000, Earthquake Spectra, V23, DOI DOI 10.1193/1.1586188
[6]  
Falcao Silva MJ, 2010, THESIS U TECNICA LIS
[7]   TUNED LIQUID DAMPER (TLD) FOR SUPPRESSING HORIZONTAL MOTION OF STRUCTURES [J].
FUJINO, Y ;
SUN, L ;
PACHECO, BM ;
CHAISERI, P .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (10) :2017-2030
[8]   Ground motion characteristics and shaking damage of the 11th March 2011 M w9.0 Great East Japan earthquake [J].
Goda, Katsuichiro ;
Pomonis, Antonios ;
Chian, Siau Chen ;
Offord, Mark ;
Saito, Keiko ;
Sammonds, Peter ;
Fraser, Stuart ;
Raby, Alison ;
Macabuag, Joshua .
BULLETIN OF EARTHQUAKE ENGINEERING, 2013, 11 (01) :141-170
[9]  
Guerreiro L, 2003, SISTEMAS DISSIPACAO
[10]  
Housner GW., 1963, J. Eng. Mech. Div, V89 Pg, P31, DOI DOI 10.1061/JMCEA3.0000404