Performance test of a tuned liquid mass damper for reducing bidirectional responses of building structures
暂无分享,去创建一个
Sung-Kyung Lee | Eun-Churn Park | Kyung-Won Min | Bong-Ho Cho | Sang-Hyun Lee | Ji-Seong Jo | Hongjin Kim | Jae-Sung Heo
[1] David J. Wagg,et al. Control issues relating to real‐time substructuring experiments using a shaking table , 2005 .
[2] Zhong Tie-yi. Equivalent Damping Ratio Analysis of Multiple Tuned Liquid Damping (MTLD) System of High-rise Building , 2004 .
[3] Yozo Fujino,et al. Vibration control by multiple tuned liquid dampers (MTLDs) , 1993 .
[4] Mahendra P. Singh,et al. Tuned mass dampers for response control of torsional buildings , 2002 .
[5] Sung-Kyung Lee,et al. Real-time hybrid shaking table testing method for the performance evaluation of a tuned liquid damper controlling seismic response of building structures , 2007 .
[6] T. K. Datta,et al. PERFORMANCE OF MULTIPLE TUNED MASS DAMPERS FOR TORSIONALLY COUPLED SYSTEM , 1997 .
[7] Zhongpei Zhang. Development of joints and shear fractures in the Kuqa depression and its implication to regional stress field switching , 2004 .
[8] Pradipta Banerji,et al. Tuned liquid dampers for controlling earthquake response of structures , 2000 .
[9] Masayoshi Nakashima,et al. Development of real‐time pseudo dynamic testing , 1992 .
[10] Takeru Igusa,et al. Vibration Control Using Multiple Tuned Mass Dampers , 1994 .
[11] K. Xu,et al. Dynamic characteristics of multiple substructures with closely spaced frequencies , 1992 .
[12] Chunxiang Li. Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration , 2000 .
[13] H. Yamaguchi,et al. Fundamental characteristics of Multiple Tuned Mass Dampers for suppressing harmonically forced oscillations , 1993 .
[14] Wl L. Qu,et al. Unified dynamic absorber design formulas for wind‐induced vibration control of tall buildings , 1998 .