Dynamic Characteristics Analysis of High-rise Connected Structure

被引：0
|
作者：
Ji Dongyu [1 ]
Song Chuncao [2 ]
机构：
[1] Hunan Urban Construct Coll, Xiangtan, Peoples R China
[2] North China Univ Water Resources & Elect Power, Zhengzhou, Peoples R China
来源：
PROCEEDINGS OF THE 2014 INTERNATIONAL CONFERENCE ON MECHATRONICS, ELECTRONIC, INDUSTRIAL AND CONTROL ENGINEERING | 2014年 / 5卷
关键词：
High-rise connected structure; Dynamic characteristics; Finite element method; Vibration mode; Frequency; FRAME STRUCTURE; BUILDINGS;
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
High-rise connected structure has been widely used in the country, at present research of its seismic behavior is less. In order to have a clear understanding for dynamic characteristics of high-rise connected structure, and improving the structure's seismic performance. This paper adopts the universal finite element calculating software to simulate and calculate high-rise connected structure, and gives natural frequency and vibration mode of high-rise connected structure, and analyses calculation results, research results can provides certain theoretical basis for seismic design of high-rise connected structure. The results showed that, high-rise connected structure is a more complex structure, vibration mode not only include transverse and longitudinal vibration mode, but also include reverse and space combination vibration mode. These show that high-rise connected structure's dynamic characteristics are more complicated.
引用
收藏
页码：1159 / +
页数：2
相关论文
共 50 条
  • [1] Seismic Behavior Analysis of High-rise Connected Structure
    Ji Dongyu
    Li Xiaofen
    PROCEEDINGS OF THE 2014 INTERNATIONAL CONFERENCE ON MECHATRONICS, ELECTRONIC, INDUSTRIAL AND CONTROL ENGINEERING, 2014, 5 : 1167 - +
  • [2] Dynamic response analysis of high-rise structure by wave approach
    Jiang, Yingchun
    Liu, Tielin
    Yu, Zhongcheng
    Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science), 2008, 24 (05): : 778 - 782
  • [3] Numerical analysis of Influence of Connection Stiffness on Dynamic Behaviors of Connected High-rise Buildings
    Wang, Lie-de
    Yuan, Wei-bin
    Ye, Cheng-min
    ADVANCES IN STRUCTURAL ENGINEERING, PTS 1-3, 2011, 94-96 : 393 - 396
  • [4] Dynamic Elasto-plastic Analysis Of A High-rise Hybrid Structure
    Li, Yangcheng
    Gao, Mei
    FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8, 2011, 71-78 : 266 - +
  • [5] STATIC AND DYNAMIC NONLINEAR ANALYSIS OF A SUPER HIGH-RISE HYBRID STRUCTURE
    Hao, Ji-Ping
    Jiang, Jun
    Hu, Ming
    Li, Kang-Ning
    Li, Yang-Cheng
    You, Bing
    PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II, 2008, : 1070 - 1077
  • [6] MONITORING DYNAMIC CHARACTERISTICS FOR A HIGH-RISE STRUCTURE UNDER DIFFERENT LOAD ENVIRONMENTS
    Li, H.
    Lu, Z. R.
    Liu, J. K.
    ICEM15: 15TH INTERNATIONAL CONFERENCE ON EXPERIMENTAL MECHANICS, 2012,
  • [7] SEISMIC RESPONSE ANALYSIS OF MULTI SUPPORT EXCITATIONS FOR ASYMMETRIC HIGH-RISE CONNECTED STRUCTURE
    An, Dongya
    Zhang, Jiahua
    INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2, 2011, : 597 - 605
  • [8] INCREMENTAL DYNAMIC ANALYSIS OF HIGH-RISE TOWERS
    Asgarian, Behrouz
    Mirtaheri, Mahmood Yahyai M.
    Samani, Hamid Rahmani
    Alanjari, Pejman
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2010, 19 (08): : 922 - 934
  • [9] The brief analysis on the structure and material selection of high-rise and super high-rise buildings
    Li, Jialin
    2019 3RD INTERNATIONAL WORKSHOP ON RENEWABLE ENERGY AND DEVELOPMENT (IWRED 2019), 2019, 267
  • [10] The Adomian decomposition method for dynamic characteristics of high-rise buildings
    Chen, Xin
    Li, Ai-Qun
    Cheng, Wen-Rang
    Wang, Yong
    Zhendong Gongcheng Xuebao/Journal of Vibration Engineering, 2013, 26 (04): : 493 - 499
12345