Research on anti-seismic ability of hoop reinforced high strength concrete frame column

被引:0
|
作者
Li, Li-Ren
Zhi, Yun-Fang
Chen, Yong-Qing
Zhang, Xue-Min
机构
关键词
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
相关论文
共 50 条
  • [21] Seismic damage model for steel reinforced high strength and high performance concrete frame joints
    Zheng, Shansuo
    Zeng, Lei
    Li, Lei
    Che, Shunli
    Zhang, Liang
    ADVANCES IN FRACTURE AND DAMAGE MECHANICS VI, 2007, 348-349 : 837 - +
  • [22] THE SEISMIC RESISTANT CAPACITY OF STEEL FIBER REINFORCED HIGH STRENGTH CONCRETE FRAME JOINTS
    Gao, Dan-Ying
    Zhang, Jun-Wei
    Wang, Ting-Yan
    4TH INTERNATIONAL SYMPOSIUM ON LIFETIME ENGINEERING OF CIVIL INFRASTRUCTURE, 2009, : 616 - 622
  • [23] Effect of Nb contents on the passivation behavior of high-strength anti-seismic rebar in concrete environments
    Zeng, Zeyun
    Gu, Shangjun
    Wang, Jie
    Wei, Fulong
    Xie, Xiang
    Li, Zhiying
    Yang, Hui
    Li, Changrong
    NPJ MATERIALS DEGRADATION, 2024, 8 (01)
  • [24] Research on Seismic-Resistance Performance of Frame Structure with High-strength Concrete Core-reinforced Columns
    Li Aiguo
    Dong Sansheng
    Zhao Junhai
    2013 FOURTH INTERNATIONAL CONFERENCE ON DIGITAL MANUFACTURING AND AUTOMATION (ICDMA), 2013, : 1118 - 1122
  • [25] Seismic fragility analysis of high-strength concrete frame structures reinforced with high-strength steel bars
    Liu, Juan
    Zhang, Jianwei
    Zhao, Zuozhou
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2024, 33 (10):
  • [26] Research on Seismic Design Method for Reinforced Concrete Frame Structure
    Yu, Kemeng
    WIRELESS COMMUNICATIONS & MOBILE COMPUTING, 2022, 2022
  • [28] Seismic performance of steel reinforced ultra high-strength concrete composite frame joints
    Changwang Yan
    Jinqing Jia
    Earthquake Engineering and Engineering Vibration, 2010, 9 : 439 - 448
  • [30] Seismic performance of steel reinforced ultra high-strength concrete composite frame joints
    Yan Changwang
    Jia Jinqing
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2010, 9 (03) : 439 - 448