Experimental investigation of adjacent buildings connected by fluid damper

被引:0
|
作者
Xu, YL [1 ]
Zhan, S [1 ]
Ko, JM [1 ]
Zhang, WS [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Kowloon, Peoples R China
来源
关键词
experimental investigation; adjacent buildings; fluid damper; dynamic characteristic; harmonic response;
D O I
10.1002/(SICI)1096-9845(199906)28:6<609::AID-EQE831>3.0.CO;2-S
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Dynamic characteristic and harmonic response of adjacent buildings connected by fluid damper were experimentally investigated using model buildings and fluid damper. Two building models were constructed as two three-storey shear buildings of different natural frequencies. Model fluid damper connecting the two buildings was designed as linear viscous damper of which damping coefficient could be adjusted. The two buildings without fluid dampers connected were first tested to obtain their individual dynamic characteristics and responses to harmonic excitation, The tests were then carried out to determine modal damping ratios of the adjacent buildings connected by the fluid damper of different damping coefficients and at different locations. Optimal damper damping coefficient and location for achieving the maximum modal damping ratio were thus found. The measured modal damping ratios and harmonic responses of the building-fluid damper system were finally compared with those from the individual buildings. The comparison showed that the fluid damper of proper parameter could significantly increase the modal damping ratio and tremendously reduce the dynamic response of both buildings. Copyright (C) 1999 John Wiley & Sons, Ltd.
引用
收藏
页码:609 / 631
页数:23
相关论文
共 50 条
  • [31] Investigations on the Dynamic Response of Adjacent Buildings Connected by Viscous Dampers
    Chen, Peng
    Wu, Xiaobin
    BUILDINGS, 2022, 12 (09)
  • [32] Seismic response analysis of adjacent buildings connected with MR dampers
    Bharti, S. D.
    Dumne, S. M.
    Shrimali, M. K.
    ENGINEERING STRUCTURES, 2010, 32 (08) : 2122 - 2133
  • [33] LATERAL-TORSIONAL RESPONSE CONTROL OF MR DAMPER CONNECTED BUILDINGS
    Chandiramani, Naresh K.
    Motra, Gokarna B.
    PROCEEDINGS OF THE ASME INTERNATIONAL MECHANICAL ENGINEERING CONGRESS AND EXPOSITION, 2013, VOL 4B, 2014,
  • [34] Passive vibration control of multi buildings connected with hybrid magnetorheological damper
    Lio, Chinori
    Dohnal, Fadi
    Seto, Kazuto
    Watanabe, Toru
    PROCEEDINGS OF THE ASME INTERNATIONAL DESIGN ENGINEERING TECHNICAL CONFERENCE AND INFORMATION IN ENGINEERING CONFERENCE, VOL 1, PTS A-C, 2008, : 187 - 194
  • [35] Lateral-Torsional Response Control of MR Damper Connected Buildings
    Motra, G. B.
    Chandiramani, N. K.
    JOURNAL OF VIBRATION ENGINEERING & TECHNOLOGIES, 2017, 5 (02) : 177 - 190
  • [36] An investigation for enhancing seismic performance of high-rise buildings using fluid viscous damper (FVD)
    Patil R.A.
    Salgar P.B.
    Asian Journal of Civil Engineering, 2024, 25 (6) : 4803 - 4817
  • [37] Effects of isolator properties on viscous damper capacity of base isolated adjacent buildings
    Kandemir-Mazanoglu, Elif Cagda
    JOURNAL OF VIBROENGINEERING, 2017, 19 (04) : 2739 - 2748
  • [39] Seismic response analysis of damper-connected adjacent structures with stochastic parameters
    Ge, Dong-dong
    Zhu, Hong-ping
    Wang, Dan-sheng
    Huang, Min-shui
    JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2010, 11 (06): : 402 - 414
  • [40] Seismic response analysis of damper-connected adjacent structures with stochastic parameters
    Dong-dong Ge
    Hong-ping Zhu
    Dan-sheng Wang
    Min-shui Huang
    Journal of Zhejiang University-SCIENCE A, 2010, 11 : 402 - 414