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Volume 52 Issue 8
Aug.  2022
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Article Contents
ZHANG Shangrong, LIU Xinyu, LI Shihao, TAN Jinbao, LYU Huan. Composite Passive Control of Twin-Tower Structure with Large Chassis Based on Maxwell Model[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 119-126. doi: 10.13204/j.gyjzG22022203
Citation: ZHANG Shangrong, LIU Xinyu, LI Shihao, TAN Jinbao, LYU Huan. Composite Passive Control of Twin-Tower Structure with Large Chassis Based on Maxwell Model[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 119-126. doi: 10.13204/j.gyjzG22022203

Composite Passive Control of Twin-Tower Structure with Large Chassis Based on Maxwell Model

doi: 10.13204/j.gyjzG22022203
  • Received Date: 2022-02-22
    Available Online: 2022-12-01
  • The composite passive control scheme of seismic isolation and tower damping was applied to the twin-tower structure with large-chassis, with the total structural vibration energy minimization as the optimal control objective, the stochastic response expression of the structure was derived, and the optimal control parameters and the influence law of the connecting control parameters on the control effect were analyzed in the equivalent single-DOF simplified model based on the Kanai-Tajimi spectral stochastic ground vibration model, and this parameter was applied to the twin-tower structure with large-chassis. The control effects on the structural response were analyzed in the time domain and frequency domain, and the control effects of the seismic scheme, the seismic isolation scheme and the composite passive control scheme were compared and analyzed to verify the rationality and effectiveness of the composite passive control scheme for the twin-tower structure with large chassis . The results showed that both the isolation scheme and the isolation and absorption composite passive control scheme could play a good control effect on the energy and displacement response of the twin-tower structure with large chassis, and the composite passive control scheme showed a better control effect.
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  • [1]
    吕西林,张翠强,李检保,等. 搭接柱转换大底盘多塔楼结构抗震性能分析[J].建筑结构学报,2011,32(6):10-17.
    [2]
    吴应雄,陆剑峰,赵欣,等.大底盘层间隔震模型试验与平-扭耦合效应分析[J].工程科学与技术,2018,50(6):48-55.
    [3]
    RYAN K L, EARL C L. Analysis and design of inter-story isolation systems with nonlinear devices[J]. Journal of Earthquake Engineering, 2010, 14(7): 1044-1062.
    [4]
    许伟志, 王曙光, 刘伟庆, 等. 大跨隔震结构竖向地震响应的振动台试验研究[J]. 建筑结构学报, 2020, 41(4): 19-31.
    [5]
    李振国,江宜城.层间隔震结构隔震层位置的敏感性研究[J].土木工程与管理学报,2011,28(3):362-365.
    [6]
    周福霖, 张颖, 谭平. 层间隔震体系的理论研究[J]. 土木工程学报, 2009 (8): 1-8.
    [7]
    YACOUBIAN M, LAM N, LUMANTARNA E, et al. Effects of podium interference on shear force distributions in tower walls supporting tall buildings[J]. Engineering Structures, 2017, 148: 639-659.
    [8]
    ZHANG H, LI F, TAI J, et al. Research on structural design of an isolated high-rise building with enlarged base and multiple tower layer in high-intensity area[J]. Mathematical Problems in Engineering, 2021. DOI: 10.1155/2021/6669388.
    [9]
    颜桂云, 肖晓菲, 吴应雄, 等. 近断层地震动作用下大底盘单塔楼隔震结构振动台试验研究[J]. 振动工程学报, 2018, 31(5): 799-810.
    [10]
    吴应雄, 颜桂云, 石文龙, 等. 长周期地震动作用下高层隔震结构减震性能试验研究[J]. 振动工程学报, 2017, 30(5):806-816.
    [11]
    范重, 崔俊伟, 薛浩淳, 等. 地铁上盖结构隔震效果研究[J]. 工程力学, 2021, 38(增刊): 77-88.
    [12]
    ZHOU Y, CHEN P, WANG C, et al. Seismic performance evaluation of tall, multitower reinforced concrete buildings with large bottom podiums[J]. Structural Concrete,2018,19(6): 1591-1607.
    [13]
    ZHOU Y, CHEN P, ZHANG L, et al. Shaking table tests and numerical analysis of an over-track multi-tower building[J]. Structure and Infrastructure Engineering, 2019, 15(2): 230-243.
    [14]
    LYU X L, LU Q, LU W, et al. Shaking table test of a four-tower high-rise connected with an isolated sky corridor[J]. Structural Control and Health Monitoring, 2018, 25(3). DOI: 10.1002/stc.2109.
    [15]
    ZHU H P, XU Y L. Optimum parameters of Maxwell model-defined dampers used to link adjacent structures[J]. Journal of Sound and Vibration, 2005, 279(1/2): 253-274.
    [16]
    ZHU H P, GE D D, HUANG X. Optimum connecting dampers to reduce the seismic responses of parallel structures[J]. Journal of Sound and Vibration, 2011, 330(9): 1931-1949.
    [17]
    ZHU H, IEMURA H. A study of response control on the passive coupling ele-ment between two parallel structures[J]. Structural Engineering and Mechanics: an International Journal, 2000, 9(4): 383-396.
    [18]
    閤东东, 朱宏平, 陈晓强. 相邻结构间被动控制装置的位置优化设计[J]. 振动、测试与诊断, 2010, 30(1): 11-15.
    [19]
    蔡振, 谭可可, 閣东东. 不对称双塔楼结构连接控制方案比较研究[J]. 华中科技大学学报(城市科学版), 2010 (3): 56-61.
    [20]
    WU Q Y, DAI J Z, ZHU H P. Performance-based passive control analysis of adjacent structures: optimization of Maxwell dampers[J]. Journal of Central South University, 2017, 24(9): 2180-2197.
    [21]
    WU Q Y, DAI J Z, ZHU H P. Optimum design of passive control devices for reduc-ing the seismic response of twin-tower-connected structures[J]. Journal of Earthquake Engineering, 2018, 22(5): 826-860.
    [22]
    WU Q Y, FENG H, XIAO S, et al. Passive control analysis and design of twin-tower structure with chassis[J]. International Journal of Structural Stability and Dynamics, 2020, 20(6): 2040010. DOI: 10.1142/so219455420400106.
    [23]
    TUBALDI E. Dynamic behavior of adjacent buildings connected by linear viscous/viscoelastic dampers[J]. Structural Control and Health Monitoring, 2015, 22(8): 1086-1102.
    [24]
    PARK K S, OK S Y. Hybrid control approach for seismic coupling of two similar adjacent structures[J]. Journal of Sound and Vibration, 2015, 349: 1-17.
    [25]
    PATEL C C, JANGID R S. Dynamic response of identical adjacent structures connected by viscous damper[J]. Structural Control and Health Monitoring, 2014, 21(2): 205-224.
    [26]
    GATTULLI V, POTENZA F, LEPIDI M. Damping performance of two simple oscillators coupled by a visco-elastic connection[J]. Journal of Sound and Vibration, 2013, 332(26): 6934-6948.
    [27]
    GATTULLI V, POTENZA F, SPENCER B F. Design criteria for dissipative devices in coupled oscillators under seismic excitation[J]. Structural Control and Health Monitoring, 2018, 25(7): e2167. DOI: 120.1002/stc.2167.
    [28]
    傅志方, 华宏星. 模态分析理论与应用[M]. 上海:上海交通大学出版社, 2000.
    [29]
    薛素铎, 王雪生, 曹资. 基于新抗震规范的地震动随机模型参数研究[J]. 土木工程学报, 2003, 36(5): 5-10.
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