SHEAR CAPACITY OF STUB-GIRDERS - FULL SCALE TESTS - DISCUSSION

被引:0
|
作者
BJORHOVDE, R
机构
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1987年 / 113卷 / 05期
关键词
D O I
10.1061/(ASCE)0733-9445(1987)113:5(1133)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:1133 / 1135
页数:3
相关论文
共 50 条
  • [31] Shear capacity of plate girders with trapezoidally corrugated webs
    Chalmers Univ of Technology, Gothenburg, Sweden
    Thin-Walled Struct, 1 (19-44):
  • [32] Full-scale model tests and nonlinear analysis of prestressed concrete simply supported box girders
    Fang Zhi
    Tang Shenghua
    He Xin
    Engineering Sciences, 2014, 12 (01) : 67 - 76
  • [33] Full-scale tests of two-storey precast reinforced concrete shear walls: Investigation of strength and deformation capacity
    Sorensen, Jesper Harrild
    Hoang, Linh Cao
    Poulsen, Peter Noe
    ENGINEERING STRUCTURES, 2024, 315
  • [34] DESIGN FORMULAS FOR UNSTIFFENED AND STIFFENED PLATE GIRDERS IN SHEAR - DISCUSSION
    MARSH, C
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1991, 117 (10): : 3197 - 3197
  • [35] Shear Capacity of Prestressed Concrete Bridge Girders with Small Shear Reinforcement Ratios
    Adam, V
    Herbrand, M.
    Hegger, J.
    BAUINGENIEUR, 2020, 95 (11): : 397 - 407
  • [37] The shear strength of full-scale structural lumber using torsion tests
    Heck, LR
    Gupta, R
    Miller, TH
    5TH WORLD CONFERENCE ON TIMBER ENGINEERING, VOL 1, PROCEEDINGS, 1998, : 215 - 222
  • [38] FRP Strengthening of Full-Scale PC Girders
    Di Ludovico, M.
    Prota, A.
    Manfredi, G.
    Cosenza, E.
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2010, 14 (05) : 510 - 520
  • [39] Novel shear capacity testing of ASR damaged full scale concrete bridge
    Schmidt, Jacob Wittrup
    Hansen, Soren Gustenhoff
    Barbosa, Ricardo Antonio
    Henriksen, Arne
    ENGINEERING STRUCTURES, 2014, 79 : 365 - 374
  • [40] FAILURE TESTS OF RECTANGULAR MODEL STEEL BOX GIRDERS - DISCUSSION
    CORRADO, JA
    YEN, BT
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1974, 100 (NST8): : 1722 - 1724