Two-stage equal reliability optimization for mega-sub controlled structure system with lead rubber bearings

被引:2
|
作者
Fan, Buqiao [1 ]
Zhang, Xun'an [1 ]
Abdulhadi, Mustapha [1 ]
Wang, Zhi-hao [2 ]
机构
[1] Northwestern Polytech Univ, Sch Mech Civil Engn & Architecture, Dongxiang Rd 1, Xian 710129, Shaanxi, Peoples R China
[2] North China Univ Water Resources & Elect Power, Sch Civil Engn & Commun, Xian, Peoples R China
基金
中国国家自然科学基金;
关键词
Mega-Sub Controlled Structure Systems; lead rubber bearing; non-stationary process; probability density evolution; member size optimization; TUNED MASS DAMPERS; SEISMIC RESPONSE; VIBRATION CONTROL; DYNAMIC-RESPONSE; BASE-ISOLATION; PARAMETERS; BUILDINGS; MSCSS;
D O I
10.1177/14613484221101228
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
The Mega-Sub Controlled Structure Systems (MSCSS) with lead rubber bearings (LRBs) is an innovative and attractive vibration control system. This study proposes a method for obtaining the optimal member sizes of the MSCSS with LRBs under non-stationary stochastic ground motions. Based on the structural characteristics of the MSCSS with LRBs, this study puts forward the "optimal criteria method with two-stage equal reliability." The probability density evolution theory is used for the dynamic reliability analysis of the MSCSS with LRBs, and a MATLAB program is written for the member size optimization. A finite element model with four mega-floors and 32 sub-floors is studied as an example. The reliability and seismic response of the model before and after optimization are compared. The optimization eliminates the "weak floors" in the structure so that the reliability distribution after optimization is more uniform than before, and the seismic performance of the structure is also improved.
引用
收藏
页码:1507 / 1522
页数:16
相关论文
共 24 条
  • [2] Vibration control parameters investigation of the Mega-Sub Controlled Structure System (MSCSS)
    Limazie, Toi
    Zhang, Xun'an
    Wang, Xianjie
    EARTHQUAKES AND STRUCTURES, 2013, 5 (02) : 225 - 237
  • [3] Study on Damper Distribution of the Mega-Sub Controlled Structure System Under Earthquake Actions
    Cai Ting
    Zhang Xun'an
    Wu Hao
    Meng Junmiao
    2018 INTERNATIONAL CONFERENCE ON CIVIL, ARCHITECTURE AND DISASTER PREVENTION, 2019, 218
  • [4] Damping characteristics of friction damped braced frame and its effectiveness in the mega-sub controlled structure system
    Yeda, Lian
    Xunan, Zhang
    Cherry, Sheldon
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2007, 6 (02) : 171 - 181
  • [5] Damping characteristics of friction damped braced frame and its effectiveness in the mega-sub controlled structure system
    Yeda Lian
    Xunan Zhang
    Cherry Sheldon
    Earthquake Engineering and Engineering Vibration, 2007, 6 : 171 - 181
  • [6] Damping characteristics of friction damped braced frame and its effectiveness in the mega-sub controlled structure system
    连业达
    张洵安
    Sheldon Cherry
    EarthquakeEngineeringandEngineeringVibration, 2007, (02) : 171 - 181
  • [7] Viscous Dampers Installation Arrangement and Hysteresis Curve Characteristics Research on the Mega-Sub Controlled Structure System
    Li, Tao
    Zhang, Xun'an
    Limazie, Toi
    FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8, 2011, 71-78 : 1687 - 1690
  • [8] Digital Twin Assistant Active Design and Optimization of Steel Mega-Sub Controlled Structural System under Severe Earthquake Waves
    Wei, Zheng
    Zhang, Xun-An
    Sun, Feng
    Wang, William Yi
    MATERIALS, 2022, 15 (18)
  • [10] Substructure design optimization and nonlinear responses control analysis of the mega-sub controlled structural system(MSCSS) under earthquake action
    Mustapha Abdulhadi
    Zhang Xun′an
    Buqiao Fan
    Muhammad Moman
    EarthquakeEngineeringandEngineeringVibration, 2021, 20 (03) : 687 - 704