Experimental and numerical studies of the dynamic coupling effect in the primary-secondary system

被引:0
|
作者
Zhang, Kaiyuan [1 ,2 ]
Zhi, Xudong [1 ,2 ]
Feng, Fan [1 ,2 ]
Peng, Du [3 ]
Jun, Gong [4 ]
机构
[1] Harbin Inst Technol, Minist Educ, Key Lab Struct Dynam Behav & Control, Harbin 150090, Peoples R China
[2] Harbin Inst Technol, Minist Ind & Informat Technol, Key Lab Smart Prevent & Mitigat Civil Engn Disaste, Harbin 150090, Peoples R China
[3] Hebei Univ Engn, Sch Civil Engn, Handan 056038, Peoples R China
[4] Southwest Petr Univ, Sch Civil Engn & Geomat, Chengdu 610500, Peoples R China
基金
中国国家自然科学基金;
关键词
Shaking table test; Primary -secondary system; Dynamic coupling effect; Numerical analysis method; Dynamic characteristics; Seismic environment; Seismic behavior; SEISMIC RESPONSE; INTERNAL EQUIPMENT; DESIGN; COMPONENTS; SPECTRA;
D O I
10.1016/j.istruc.2023.05.047
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Many complicated dynamic coupling effects(DCE) exist in the primary-secondary system(PS system) under earthquakes, among which the dynamic interaction and tuning effect have a more significant influence. However, the existing numerical analysis methods and experimental works are mostly based on the assumption of a small mass ratio, resulting in no significant interactions within the coupled system to be discussed. Therefore, a series of dynamic characteristics tests and shaking table tests were conducted to determine the working of the DCE works on the PS systems with appropriate mass ratios, and test results were used for the validation of an analysis method without the mass limitation and for the extended numerical analyses. According to the results, the dynamic interaction could reduce the responses of the secondary system(S system), and the reduction was positively related to the mass ratio, the tuning effect could cause a divergence of the natural frequencies and about 10-40% decrease in the primary system(P system) response and approximately 7-34 times increase in the S system response. The results of the extended analysis demonstrate the effectiveness of increasing the damping of connection, and decoupled analysis will yield more than double the security redundancy.
引用
收藏
页码:732 / 745
页数:14
相关论文
共 50 条
  • [1] Dynamic analysis of inelastic primary-secondary systems
    Adam, C
    Fotiu, PA
    ENGINEERING STRUCTURES, 2000, 22 (01) : 58 - 71
  • [2] Study on Interactive Damping of Primary-Secondary Coupled System
    Zhu, Lihua
    Zhou, Haoyi
    Dai, Jun
    SHOCK AND VIBRATION, 2019, 2019
  • [3] Alignment effect: primary-secondary learning and cognitive styles
    Nori, Raffaella
    Grandicelli, Sonia
    Giusberti, Forella
    PERCEPTION, 2006, 35 (09) : 1233 - 1249
  • [4] Pareto optimal primary-secondary user dynamic spectrum leasing game
    Azimi, S. M.
    ELECTRONICS LETTERS, 2014, 50 (12) : 874 - 875
  • [5] Design and Analysis of a Primary-Secondary System for LED Collimating Illumination
    Yang Fan
    He Chuan
    Zhang Xusheng
    LASER & OPTOELECTRONICS PROGRESS, 2018, 55 (08)
  • [6] Prediction of the response of secondary structures under dynamic loading considering primary-secondary structure interaction
    Lim, Ellys
    Chouw, Nawawi
    ADVANCES IN STRUCTURAL ENGINEERING, 2018, 21 (14) : 2143 - 2153
  • [7] An intelligent controller based on primary-secondary responding mechanism of immune system
    Liu, B
    Ding, YS
    PROCEEDINGS OF THE 8TH JOINT CONFERENCE ON INFORMATION SCIENCES, VOLS 1-3, 2005, : 467 - 470
  • [8] Cooperative primary-secondary dynamic spectrum leasing game via decentralized bargaining
    Azimi, Seyyed Mohammadreza
    Manshaei, Mohammad Hossein
    Hendessi, Faramarz
    WIRELESS NETWORKS, 2016, 22 (03) : 755 - 764
  • [9] Research and application on the seismic failure mechanism of primary-secondary coupled system
    Zhu, Lihua
    Guo, Xin
    Bai, Guoliang
    Li, Xiaowen
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2010, 43 (SUPPL. 1): : 376 - 380
  • [10] RESPONSE CHARACTERISTICS OF INELASTIC 2-DOF PRIMARY-SECONDARY SYSTEM
    IGUSA, T
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1990, 116 (05): : 1160 - 1174