SHEAR STRENGTHS OF REINFORCED CONCRETE CROSS-SHAPED PILE CAPS: TAKING THE PILE CAPS WITH FOUR PILES AS AN EXAMPLE

被引:0
|
作者
Lu, Wen-Yao [1 ]
Huang, Yu-Sheng [2 ]
Tsai, Jui-Ting [1 ]
Ko, Hsueh-Cheng [1 ]
机构
[1] Department of Interior Design, China University of Technology, Taipei,116, Taiwan
[2] Department of Civil Engineering and Hazard, Mitigation China University of Technology, Taipei,116, Taiwan
来源
Journal of Technology | 2022年 / 37卷 / 04期
关键词
Reinforced concrete;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:251 / 263
相关论文
共 36 条
  • [31] An experimental research on the punch-bearing capacity of steel fiber reinforced concrete five-pile caps
    Sun, CF
    Gu, Q
    Peng, SM
    PROCEEDINGS OF THE EIGHTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS 1 AND 2, 2004, : 948 - 952
  • [32] Experimental study and theoretic analysis of steel fiber reinforced concrete six-pile thick caps with double-column
    Li, Jixiang
    Zhang, Yuanyuan
    Liu, Xiaofan
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2009, 30 (02): : 149 - 157
  • [33] Mechanical behavior and bearing capacity calculation method of steel fiber reinforced high strength concrete three-pile caps
    College of Water Conservancy and Environment Engineering, Zhengzhou University, Zhengzhou
    450001, China
    Shuili Xuebao, 2 (153-163):
  • [34] Efficient Two-Way Shear Grillage Model Solution for Bridge RC Four-Pile Caps under Wall Loading
    Cao, Jing
    Bloodworth, Alan G.
    Xu, Ming
    JOURNAL OF BRIDGE ENGINEERING, 2019, 24 (08)
  • [35] Punching Shear Strength of CFT Bridge Column to Reinforced Concrete Four-Pile Cap Connections
    Li, Xian
    Wu, Yun-Peng
    Li, Xin-Zhang
    Xia, Jun
    Lv, Heng-Lin
    JOURNAL OF BRIDGE ENGINEERING, 2017, 22 (08)
  • [36] Experimental study on hysteretic behavior of steel reinforced concrete cross-shaped column under combined action of compression-flexure-shear and torsion
    Chen Z.
    Liu X.
    Chen J.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2020, 41 (06): : 108 - 118