Experimental study on seismic behavior and shear capacity of diagonally reinforced fiber-reinforced concrete coupling beams with small span-to-depth ratio

被引：0
|
作者：
机构：
[1] Liang, Xingwen
[2] Liu, Zhenzhen
[3] Xing, Pengtao
[4] Deng, Mingke
[5] Che, Jialing
来源：
| 2017年 / Chinese Society of Civil Engineering卷 / 50期
关键词：
Fibers - Seismic response - Ductility - Fiber reinforced plastics - Concrete beams and girders - Energy dissipation - Reinforced concrete;
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
  • [1] Experimental research on seismic behavior of diagonally reinforced FRC coupling beams with small span-to-depth ratio
    Liang, Xingwen
    Che, Jialing
    Deng, Mingke
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2013, 34 (08): : 135 - 141
  • [2] Experimental Study on Seismic Performance of Small Span-to-Depth Ratio Coupling Beams with PVA Fiber Reinforced Concrete
    Ye Yanxia
    Qin Longhai
    Liu Tao
    Sun Xiangyang
    APPLIED SCIENCE, MATERIALS SCIENCE AND INFORMATION TECHNOLOGIES IN INDUSTRY, 2014, 513-517 : 134 - 137
  • [3] Simulations for the behavior of FRC diagonally reinforced coupling beams with small span-to-depth ratio
    Che, Jialing
    Liang, Xingwen
    Shi, Jintian
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2013, 46 (11): : 15 - 21
  • [4] Review of seismic performance of reinforced concrete coupling beams with small span-to-depth
    Zhou K.
    Chen H.
    Yi W.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2020, 41 : 213 - 226
  • [5] Shear span-to-depth ratio effect on steel reinforced grout strengthened reinforced concrete beams
    Wakjira, Tadesse G.
    Ebead, Usama
    ENGINEERING STRUCTURES, 2020, 216
  • [6] Hysteretic shear and analysis models for reinforced concrete coupling beams with small span-to-depth ratios
    Luo H.
    Du K.
    Sun J.-J.
    Ding B.-R.
    Gongcheng Lixue/Engineering Mechanics, 2018, 35 (09): : 161 - 169and179
  • [7] Shear Strength Prediction Equations and Experimental Study of High Strength Steel Fiber-Reinforced Concrete Beams with Different Shear Span-to-Depth Ratios
    Perceka, Wisena
    Liao, Wen-Cheng
    Wu, Yung-Fu
    APPLIED SCIENCES-BASEL, 2019, 9 (22):
  • [8] DEPENDENCE OF THE INTERLAMINAR SHEAR-STRENGTH ON THE LOADING SPAN-TO-DEPTH RATIO IN ARAMID FIBER-REINFORCED BEAMS
    FISCHER, S
    ROSENSAFT, M
    MAROM, G
    COMPOSITES SCIENCE AND TECHNOLOGY, 1986, 25 (01) : 69 - 73
  • [9] SHEAR BEHAVIOR OF FIBER-REINFORCED CONCRETE BEAMS: AN EXPERIMENTAL STUDY
    Hamoodi, Ahid Zuhair
    Zewair, Mustafa Shareef
    Ojaimi, Mohammed Farhan
    INTERNATIONAL JOURNAL OF GEOMATE, 2021, 21 (86): : 167 - 179
  • [10] Experimental Research on Seismic Behavior of Diagonally Reinforced Concrete Coupling Beams
    Yi W.
    Lin S.
    Huang Y.
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2023, 50 (03): : 1 - 12
12345