Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 50 Issue 1
Jan.  2020
Turn off MathJax
Article Contents
LIU, Ye, WANG. RESEARCH ON THE PERFORMANCE OF PRESTRESSED PREFABRICATED CONCRETE FRAME CONNECTION STRENGTHENED BY ENERGY DISSIPATERS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 12-15,98. doi: 10.13204/j.gyjz202001003
Citation: LIU, Ye, WANG. RESEARCH ON THE PERFORMANCE OF PRESTRESSED PREFABRICATED CONCRETE FRAME CONNECTION STRENGTHENED BY ENERGY DISSIPATERS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 12-15,98. doi: 10.13204/j.gyjz202001003

RESEARCH ON THE PERFORMANCE OF PRESTRESSED PREFABRICATED CONCRETE FRAME CONNECTION STRENGTHENED BY ENERGY DISSIPATERS

doi: 10.13204/j.gyjz202001003
  • Received Date: 2019-08-20
  • The numerical model in OpenSees was established based on the previous research on the new prestressed prefabricated concrete frame connection strengthened by energy dissipaters. Firstly, the numerical results were compared with experimental results, which demonstrated that the proposed numerical model could simulate the bearing capacity and self-centering characteristics of the connection well. Secondly, the bearing capacity and energy dissipation capacity of the new prestressed prefabricated concrete frame connection were found to increase with the increase of the yield stress of energy dissipater, but the prestressed prefabricated concrete frame connection with energy dissipaters with lower yield stress could dissipate the energy earlier. Finally, compared with the prestressed prefabricated concrete frame connection installed with mild steel dampers, the prestressed prefabricated concrete frame connection installed with aluminum alloy dampers sustained similar bearing capacity but had lower connection's stiffness and yielding force.
  • loading
  • 王俊,赵基达,胡宗羽.我国建筑工业化发展现状与思考[J].土木工程学报, 2016, 49(5):1-8.
    ZHAO B, TAUCER F, ROSSETTO T. Field Investigation on the Performance of Building Structures During the 12 May 2008 Wenchuan Earthquake in China[J]. Engineering Structures, 2009, 31(8):1707-1723.
    吴刚,冯德成.装配式混凝土框架节点基本性能研究进展[J].建筑结构学报, 2018, 39(2):1-16.
    PRIESTLEY M N. Overview of PRESSS Research Program[J]. PCI Journal, 1991, 36(4):50-57.
    MENG S, CHONG X, ZHANG L, et al. Research on Seismic Performance of Precast Prestressed Concrete Frame[C]//ISISS 2005:Innovation&Sustainability of Structures. 2005:457-465.
    蔡小宁,孟少平,孙巍巍.自复位预制框架边节点抗震性能试验研究[J].土木工程学报, 2012, 45(12):29-37.
    郭彤,宋良龙,张国栋,等.腹板摩擦式自定心预应力混凝土框架梁柱节点的试验研究[J].土木工程学报, 2012, 45(6):23-32.
    WANG C L, LIU Y, ZHOU L. Experimental and Numerical Studies on Hysteretic Behavior of All-Steel Bamboo-Shaped Energy Dissipaters[J]. Engineering Structures, 2018, 165:38-49.
    WANG C L, LIU Y, ZHENG X, et al. Experimental Investigation of a Precast Concrete Connection with All-Steel Bamboo-Shaped Energy Dissipaters[J]. Engineering Structures, 2019, 178:298-308.
    施刚,高阳,王珣,等.低屈服点钢低周疲劳性能研究[J].土木工程学报, 2019, 52(1):20-26

    ,52.
    WANG C L, LIU Y, ZHOU L, et al. Concept and Performance Testing of an Aluminum Alloy Bamboo-Shaped Energy Dissipater[J]. The Structural Design of Tall and Special Buildings, 2018, 27(4).DOI: 10.1002/tal.1444.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (57) PDF downloads(7) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return