• 综合性科技类中文核心期刊
    • 中国科技论文统计源期刊
    • 中国科学引文数据库来源期刊
    • 中国学术期刊文摘数据库(核心版)来源期刊
    • 中国学术期刊综合评价数据库来源期刊
Zhu Zhida, Shen Canhuang. Experimental Investigation on Earthquake-Resistant Behavior of the Beam End of Reinforced Concrete Framed Structures Under LowRepeated and Reciprocal Loading (3)[J]. Journal of Beijing University of Technology, 1989, 15(1): 81-93.
Citation: Zhu Zhida, Shen Canhuang. Experimental Investigation on Earthquake-Resistant Behavior of the Beam End of Reinforced Concrete Framed Structures Under LowRepeated and Reciprocal Loading (3)[J]. Journal of Beijing University of Technology, 1989, 15(1): 81-93.

Experimental Investigation on Earthquake-Resistant Behavior of the Beam End of Reinforced Concrete Framed Structures Under LowRepeated and Reciprocal Loading (3)

More Information
  • Received Date: August 29, 1988
  • Available Online: August 08, 2022
  • Published Date: March 09, 1989
  • This paper presents the experimental results of 16 specimens out of the whole 24 beam end specimens of reinforced concrete framed structures under low repeated and reciprocal loading;discusses the perforrnace of stirrup bearing force and the effect of web reinforcement ratio and distance between stirrup centers on the mode of failure, deflection ductility, curvature ductility, coefficient of work ratio and energy absorbing and dissipating capacity of, the beam end, and demonstrates the superior condition fo setting stirrup for well enhancing earthquake-resistant behavior of beam end.
  • Related Articles

    [1]CAO Wanlin, YANG Zhaoyuan. Seismic Behavior of Prefabricated Lightweight Steel Frame-light Steel Keel-lightweight Concrete Shear Wall Structure[J]. Journal of Beijing University of Technology, 2024, 50(2): 165-179. DOI: 10.11936/bjutxb2023080027
    [2]CAO Wan-lin, YIN Hai-peng, ZHANG Jian-wei, DONG Hong-ying, ZHANG Ya-qi. Seismic Behavior Experiment of Recycled Concrete Frame Structures[J]. Journal of Beijing University of Technology, 2011, 37(2): 191-198.
    [3]DU Xiu-li, JIA Peng, ZHAO Jun. Experimental Study on Seismic Behavior of Reinforced Concrete Core Walls With Coupling Beams of Different Stiffness[J]. Journal of Beijing University of Technology, 2010, 36(8): 1052-1058.
    [4]WEN Zeng-ping, XU Chao, LU Ming, DU Xiu-li, LI Hong-jing, XIONG Li-hong, LIU Ai-wen, LI Xiao-jun, ZHOU Zheng-hua. Damage Features of R.C Frame Structures in Wenchuan Earthquake[J]. Journal of Beijing University of Technology, 2009, 35(6): 753-760.
    [5]JIA Peng, DU Xiu-li, ZHAO Jun. Seismic Behavior of Reinforced Concrete Core Wall Under Different Axial Load Ratio[J]. Journal of Beijing University of Technology, 2009, 35(1): 63-69.
    [6]CAO Wanlin, DONG Hongying, LIU Chunyan, ZHANG Jianwei, SHI Yilei. Comparison of the Aseismic Behaviors of R.C. Frame with Bracings and the shear wan with Hidden. Bracings[J]. Journal of Beijing University of Technology, 2001, 27(1): 43-45.
    [7]Zhao Jun, Zhu Zhida, Shen Canhuang. Jeismic Behavior of Reinforced Concrete Beams with Crossing Inclined Web Reinforcement[J]. Journal of Beijing University of Technology, 1990, 16(2): 67-74.
    [8]Tu Ming, Zhu Zhida, Shen Canhuang. An Investigation on Earthguake-Resistant Behavior of the Beam End of R.C. Framed Structures with Special Web Reinforcement under Reversed and Repeated Loading[J]. Journal of Beijing University of Technology, 1988, 14(1): 85-93.
    [9]Zhu Zhi-da, Shen Shen-huang. An Experimental Investigation on Earthquake-Resistant Behavior of the Beam End of Reinfored Concrete Framed Structures under Low Repeated and Reciprocal Loading(2)[J]. Journal of Beijing University of Technology, 1986, 12(4): 53-63.
    [10]Zhu Zhi-da, Shen Can-huang. An Experimental Investigation on Earthquake-Resistant Behavior of the Beam End of Reinforced Concrete Framed Buildings under Low Repeated and Reversed Loading (1)[J]. Journal of Beijing University of Technology, 1985, 11(1): 17-38.

Catalog

    Article views (125) PDF downloads (37) Cited by()

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return