CURVATURE DUCTILITY OF T-SHAPED RC COLUMN

被引：0
|
作者：
Wu, Yi [1 ]
Cai, Jian [1 ]
Zhong, Guo-Kun [1 ]
Xu, Xue-Feng [1 ]
机构：
[1] Guangzhou Univ, Coll Civil Engn, Guangzhou 510640, Peoples R China
来源：
ISISS '2009: INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2 | 2009年
关键词：
T-shaped column; neutral axis angle; load angle; curvature ductility;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The mechanical performances of T-shaped reinforced concrete (RC) column vary with the change of load angle. Based on the full consideration of the influence of the load angle on the curvature ductility of T-shaped RC columns, the definition of two different kinds of curvature ductility is presented in the paper. The curvature ductility of 10800 T-shaped columns is calculated using computer program. The impacts of the neutral axis angle. the axial compression ratio, the concrete compression strength, the strength of reinforcing bars, the ratio of stirrups, the ratio of height to thickness and the L-shape ratio on the curvature ductility are analyzed. The formulas of two kinds of curvature ductility are proposed. Research results give helpful instructions for structural design and engineering projects.
引用
收藏
页码：547 / 552
页数：6
相关论文
共 50 条
  • [1] Reliability analysis of RC T-shaped column sections
    Balaji, K.V.G.D.
    Murty, D.S.R.
    Indian Concrete Journal, 2001, 75 (03): : 223 - 227
  • [2] Simplified Data-Driven Model for the Moment Curvature of T-Shaped RC Shear Walls
    Wang, Bin
    Cai, Wenzhe
    Shi, Qingxuan
    ADVANCES IN CIVIL ENGINEERING, 2019, 2019
  • [3] Sectional response of T-shaped RC walls
    Smyrou, Eleni
    Sullivan, Timothy
    Priestley, Nigel
    Calvi, Michele
    BULLETIN OF EARTHQUAKE ENGINEERING, 2013, 11 (04) : 999 - 1019
  • [4] Sectional response of T-shaped RC walls
    Eleni Smyrou
    Timothy Sullivan
    Nigel Priestley
    Michele Calvi
    Bulletin of Earthquake Engineering, 2013, 11 : 999 - 1019
  • [5] Investigation on the seismic performance of T-shaped column joints
    Chen, Changhong
    Gong, He
    Yao, Yao
    Huang, Ying
    Keer, Leon M.
    COMPUTERS AND CONCRETE, 2018, 21 (03): : 335 - 344
  • [6] Optimal Cost Design of RC T-Shaped Combined Footings
    Moreno-Landeros, Victor Manuel
    Luevanos-Rojas, Arnulfo
    Santiago-Hurtado, Griselda
    Lopez-Leon, Luis Daimir
    Olguin-Coca, Francisco Javier
    Lopez-Leon, Abraham Leonel
    Landa-Gomez, Aldo Emelio
    BUILDINGS, 2024, 14 (11)
  • [7] Evaluation of deformation capacity for RC T-shaped cantilever walls
    Choi, CS
    Ha, SS
    Lee, LH
    Oh, YH
    Yun, HD
    JOURNAL OF EARTHQUAKE ENGINEERING, 2004, 8 (03) : 397 - 414
  • [8] EXPERIMENTAL RESEARCH ON SEISMIC STRENGTHENING OF RC T-SHAPED COLUMNS
    Tian, Wenling
    Zhou, Mingjie
    Duan, Yong
    Ren, Xingwang
    PROCEEDINGS OF THE 3RD INTERNATIONAL CONFERENCE ON THE CONCRETE FUTURE, 2008, : 397 - 404
  • [9] Curvature ductility of reinforced concrete column with l-shaped crosse section
    Department of Civil Engineering, South China University of Technology, Guangzhou 510640, China
    Huanan Ligong Daxue Xuebao, 2009, 6 (136-141+146):
  • [10] Seismic response of edge slab-column connection with T-shaped column
    Liu, Wenting
    Huang, Chengkui
    Yao, Qianfeng
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2009, 30 (02): : 47 - 54
12345