The Analysis of Judging Criterion And The Influence of Shear-span Ratio to The Failure Model In Frame Short Column

被引:1
|
作者
Gao Lin [1 ]
Xu Guoqiang [1 ]
Chen Juannong [1 ]
机构
[1] Hebei United Univ, Earthquake Engn Res Ctr Hebei Prov, Tangshan 063009, Hebei, Peoples R China
来源
关键词
frame short column; shear-span ratio; height-width ratio; mechanical properties;
D O I
10.4028/www.scientific.net/AMM.94-96.913
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In architectural design, the discrimination to the frame short column has two judging criteria: the judging criterion with the shear-span ratio lambda <= 2 and the judging criterion with the height-width ratio H/h <= 4. Whether they have consistency has been raised attention by the engineering personnel. Through the analysis of two judging criteria, We get that: the judging criterion lambda <= 2 has extensive applicability; the judging criterion H/h <= 4 is the simple calculation method, and needs certain limitations. Meanwhile, by the analysis of the relationship between the shear-span ratio and the mechanical properties in frame short column, it is concluded that the shear-span ratio has the directly affect to the failure model, and the circular cross-section frame column has better mechanical properties.
引用
收藏
页码:913 / 917
页数:5
相关论文
共 17 条
  • [1] Effects of stirrup ratio and shear-span ratio on shear failure of geometrically similar RC columns
    Li, Ping
    Jin, Liu
    Du, Xiuli
    [J]. MAGAZINE OF CONCRETE RESEARCH, 2023, 75 (05) : 234 - 250
  • [2] Effect of shear-span ratio and vertical reinforcement ratio on the failure of geometrical-similar RC shear walls
    Miao, Liyue
    Jin, Liu
    Li, Dong
    Du, Xiuli
    Zhang, Binlin
    [J]. ENGINEERING FAILURE ANALYSIS, 2022, 139
  • [3] Experimental Study on the Seismic Behavior of HSW Model with High Shear-Span Ratio
    Wang, Gang
    Wang, Qiongmei
    Xu, Shufang
    [J]. ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 : 344 - +
  • [4] Experimental and numerical tests on shear failure and size effect of CFRP-wrapped RC beams without stirrups: Influence of the shear-span ratio
    Jiang, Xuan 'ang
    Jin, Liu
    Lu, Kai
    Du, Xiuli
    [J]. ENGINEERING STRUCTURES, 2023, 288
  • [5] Effect of shear-span ratio on shear failure and size effect of concrete beams without web reinforcement strengthened by CFRP
    Jin, Liu
    Xia, Hai
    Jiang, Xuan-Ang
    Du, Xiu-Li
    [J]. Gongcheng Lixue/Engineering Mechanics, 2021, 38 (03): : 50 - 59
  • [6] Punching shear failure in three-pile caps: Influence of the shear span-depth ratio and secondary reinforcement
    Miguel-Tortola, Lucia
    Pallares, Luis
    Francisco Miguel, Pedro
    [J]. ENGINEERING STRUCTURES, 2018, 155 : 127 - 143
  • [7] UST failure criterion for punching shear analysis of reinforcement concrete slab-column connections
    Zhang, XS
    Guan, H
    Loo, YC
    [J]. COMPUTATIONAL MECHANICS, VOLS 1 AND 2, PROCEEDINGS: NEW FRONTIERS FOR THE NEW MILLENNIUM, 2001, : 299 - 304
  • [8] Governing failure criterion of short-span hybrid FRP-UHPC beams subjected to high shear forces
    Iskander, Mina
    El-Hacha, Raafat
    Shrive, Nigel
    [J]. COMPOSITE STRUCTURES, 2018, 185 : 123 - 131
  • [9] Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures
    Su, Jizhi
    Liu, Boquan
    Xing, Guohua
    Ma, Yudong
    Huang, Jiao
    [J]. ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [10] A simplified model for inelastic seismic analysis of RC frame have shear hinge in beam-column joints
    Khan, Muhammad Shoaib
    Basit, Abdul
    Ahmad, Naveed
    [J]. STRUCTURES, 2021, 29 : 771 - 784