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Volume 53 Issue 8
Aug.  2023
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CHANG Hailin, LI Jie, PAN Changchun, ZHANG Jing. A New Method for Parameter Optimization of Friction Dampers Based on Optimization Algorithm[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 154-160. doi: 10.13204/j.gyjzG21060304
Citation: CHANG Hailin, LI Jie, PAN Changchun, ZHANG Jing. A New Method for Parameter Optimization of Friction Dampers Based on Optimization Algorithm[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 154-160. doi: 10.13204/j.gyjzG21060304

A New Method for Parameter Optimization of Friction Dampers Based on Optimization Algorithm

doi: 10.13204/j.gyjzG21060304
  • Received Date: 2021-06-03
    Available Online: 2023-10-17
  • Taking the structural response of frame structures under earthquake as a constraint, the seismic performance of frame structures with friction dampers was optimized by computer-aided integration technology. Using ABAQUS software, a finite element analysis of frame structures with or without friction dampers was carried out to obtain the displacement and acceleration responses of each layer of the structure. ISIGHT software was integrated with ABAQUS to optimize the mechanical parameters of friction dampers, to obtain the optimal damping design scheme under the condition of deploying the same number of dampers. The results showed that the parameter design method of friction dampers based on an optimization algorithm could effectively optimize the seismic design of the structure, and the application of the process could greatly improve the operability of the automatic optimization design of damper parameters in engineering applications. Univariate optimization and multivariate optimization methods were used respectively, and the optimization results showed that the displacement and acceleration responses of the top layer of the structure were significantly reduced compared with those before optimization.
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  • [1]
    蒋通. 被动减震结构设计·施工手册[M]. 2版.北京:中国建筑工业出版社,2005.
    [2]
    李钢, 翟子杰, 余丁浩. 一种高效的阻尼器优化设计方法[J]. 建筑科学与工程学报, 2020, 37(5):51-61.
    [3]
    邢丽丽, 周颖. 黏滞阻尼器型伸臂桁架的最优布置形式研究[J]. 地震工程与工程振动,2016,36(1):68-76.
    [4]
    KIM J K,CHOI H H,MIN K W. Performance-based design of added viscous dampers using capacity spectrum method[J]. Journal of Earthquake Engineering, 2003, 7(1):1-24.
    [5]
    周云,汤统壁,邓雪松,等.耗能减振结构基于性能简化抗震设计方法研究[J].土木工程学报,2008, 41(6):14-21.
    [6]
    常召群. SMA自复位摩擦阻尼器的研发设计及功能可恢复防震结构体系研究[D]. 西安:长安大学, 2021.
    [7]
    金波, 李梓溢, 周旺, 等. 基于改进遗传算法的阻尼器位置与数量优化分析[J]. 湖南大学学报(自然科学版), 2019, 46(11):114-121.
    [8]
    李宗京. 新型高性能钢框架-支撑结构体系理论及试验研究[D]. 南京:东南大学, 2019.
    [9]
    马宏伟, 陈丰收. 基于粗粒度并行遗传算法的阻尼器优化布置[J]. 华南理工大学学报(自然科学版), 2019,11(47):104-112.
    [10]
    邱灿星, 刘家旺, 杜修力. SMA滑动摩擦阻尼器的数值模拟及参数分析[J]. 工程力学, 2022, 39(8):69-79.
    [11]
    李爱群, 王浩. 大跨悬索桥地震响应控制的阻尼器最优布置方法[J]. 东南大学学报(自然科学版),2009,39(2):315-319.
    [12]
    彭勇波,李杰. 高层建筑结构随机振动的最优阻尼器控制策略[J]. 土木工程学报,2012,45(2):168-171.
    [13]
    毛克阳, 孙作玉, 燕乐纬. 随机激励作用下被控结构的阻尼器优化布置[J]. 广州大学学报(自然科学版),2013,12(1):62-66.
    [14]
    常海林,张旭钦,钱格军,等. 大学生结构设计大赛材料力学性能试验研究[J]. 高等建筑教育,2017,26(5):108-114.
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