Unbalanced moment resistance by shear in slab-column connections: Experimental assessment - Discussion

被引:0
|
作者
Grossman, Jacob [1 ]
Leech, Craig
机构
[1] Rosenwasser Grossman Consulting Engineers, New York, NY USA
[2] Thornton Tomasetti, New York, NY USA
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:906 / 908
页数:3
相关论文
共 50 条
  • [1] Unbalanced moment resistance by shear in slab-column connections: Experimental assessment
    Ritchie, M
    Ghali, A
    Dilger, W
    Gayed, RB
    ACI STRUCTURAL JOURNAL, 2006, 103 (01) : 74 - 82
  • [2] Strength of slab-column connections under shear and unbalanced moment
    Ma, YC
    Lu, XL
    STRUCTURES IN THE NEW MILLENNIUM, 1997, : 585 - 591
  • [3] Unbalanced moment resistance in slab-column joints: Analytical assessment
    Gayed, Ramez B.
    Ghali, Amin
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2008, 134 (05): : 859 - 864
  • [4] Shear-Strength Model for Slab-Column Connections Subjected to Unbalanced Moment
    Choi, Kyoung-Kyu
    Shin, Dong-Woo
    Park, Hong-Gun
    ACI STRUCTURAL JOURNAL, 2014, 111 (03) : 491 - 502
  • [5] Numerical analysis of slab-column connections under shear and reversed unbalanced moment
    Lu, XL
    Ma, YC
    Hu, ZL
    STRUCTURES IN THE NEW MILLENNIUM, 1997, : 593 - 598
  • [6] Moment transfer by shear in slab-column connections
    Elgabry, AA
    Ghali, A
    ACI STRUCTURAL JOURNAL, 1996, 93 (02) : 187 - 196
  • [7] TESTS ON SLAB-COLUMN CONNECTIONS WITH SHEAR AND UNBALANCED FLEXURE
    CARPENTER, JE
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1977, 103 (01): : 305 - 305
  • [8] TESTS ON SLAB-COLUMN CONNECTIONS WITH SHEAR AND UNBALANCED FLEXURE
    ISLAM, S
    PARK, R
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1977, 103 (09): : 1888 - 1889
  • [9] STRENGTH OF SLAB-COLUMN CONNECTIONS WITH SHEAR AND UNBALANCED FLEXURE
    PARK, R
    ISLAM, S
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1976, 102 (09): : 1879 - 1901
  • [10] STRENGTH OF SLAB-COLUMN CONNECTIONS WITH SHEAR AND UNBALANCED FLEXURE
    PARK, R
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1977, 103 (12): : 2423 - 2425