An experimental study on cyclic behaviour of reinforced concrete connections

被引：28
|
作者：
Sisniegas Alva, Gerson Moacyr [1 ]
Homce de Cresce El Debs, Ana Lucia [1 ]
El Debs, Mounir Khalil [1 ]
机构：
[1] Univ Sao Paulo, Dept Struct Engn, BR-13566590 Sao Carlos, SP, Brazil
来源：
CANADIAN JOURNAL OF CIVIL ENGINEERING | 2007年 / 34卷 / 04期
关键词：
cyclic loading; seismic analysis; reinforced concrete structures; beam-column connection;
D O I：
10.1139/L06-164
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Beam-column joints are considered critical regions within the structural system - especially under seismic loading - requiring careful design. Results from tests on four exterior reinforced concrete (RC) beam-column subassemblages are presented in this paper as part of an experimental investigation on the behaviour of RC beam-column connections under reversal cyclic loading. The influence of joint transverse reinforcement rate and concrete compressive strength on the RC beam-column connection behaviour was investigated. It is concluded that concrete compressive strength is the major factor that governs the joint shear capacity. The experimental results also indicated that joint transverse reinforcement affects the load-displacement response of such connections.
引用
收藏
页码：565 / 575
页数：11
相关论文
共 50 条
  • [41] BEHAVIOUR OF REINFORCED CONCRETE BEAMS UNDER CYCLIC LOADING.
    Fenwick, R.C.
    Fong, A.
    Bulletin of the New Zealand National Society for Earthquake Engineering, 1979, 12 (02): : 158 - 167
  • [42] The reinforcement contribution to the cyclic behaviour of reinforced concrete beam hinges
    Visintin, Phillip
    Oehlers, Deric J.
    Wu, Chengwing
    Griffith, Michael C.
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2012, 41 (12): : 1591 - 1608
  • [43] The Cyclic Behaviour of Reinforced Concrete Chimney Sections with and without Openings
    Wilson, John L.
    ADVANCES IN STRUCTURAL ENGINEERING, 2009, 12 (03) : 411 - 420
  • [44] Experimental study on cyclic flexural behaviour of GFRP-reinforced seawater sea-sand concrete slabs with synthetic fibres
    Vafaei, Davoud
    Ma, Xing
    Hassanli, Reza
    Duan, Jinming
    Zhuge, Yan
    OCEAN ENGINEERING, 2023, 273
  • [45] An experimental study of the behaviour of double sided welded plate connections in precast concrete frames
    Gorgun, Halil
    STEEL AND COMPOSITE STRUCTURES, 2018, 29 (01): : 1 - 22
  • [46] An experimental study of the behaviour of double sided bolted billet connections in precast concrete frames
    Gorgun, Halil
    STEEL AND COMPOSITE STRUCTURES, 2018, 29 (05): : 603 - 622
  • [47] THEORETICAL AND EXPERIMENTAL STUDY OF CREEP BEHAVIOUR FOR REINFORCED AND PRESTRESSED CONCRETE PORTALS.
    Stefanou, G.D.
    1600, (20):
  • [48] An experimental and numerical study on behaviour of reinforced concrete corner beam–column joint
    Sabry Fayed
    Ahmed G. Asran
    Hassan H. EL-Esnawi
    Innovative Infrastructure Solutions, 2023, 8
  • [49] Experimental study of the behaviour of reinforced high-strength concrete short corbels
    M. Bourget
    Y. Delmas
    F. Toutlememonde
    Materials and Structures, 2001, 34 : 155 - 162
  • [50] TRC or CFRP strengthening for reinforced concrete beams: An experimental study of the cracking behaviour
    Verbruggen, Svetlana
    Tysmans, Tine
    Wastiels, Jan
    ENGINEERING STRUCTURES, 2014, 77 : 49 - 56
12345