HYSTERETIC SHEAR MODEL FOR REINFORCED-CONCRETE MEMBERS

被引：78
|
作者：
OZCEBE, G [1 ]
SAATCIOGLU, M [1 ]
机构：
[1] UNIV OTTAWA,DEPT CIVIL ENGN,OTTAWA K1N 6N5,ONTARIO,CANADA
来源：
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1989年 / 115卷 / 01期
关键词：
D O I：
10.1061/(ASCE)0733-9445(1989)115:1(132)
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
引用
收藏
页码：132 / 148
页数：17
相关论文
共 50 条
  • [1] Hysteretic shear model for reinforced concrete members
    Ozcebe, Guney
    Saatcioglu, Murat
    [J]. Journal of structural engineering New York, N.Y, 1989, 115 (01): : 132 - 148
  • [2] Analytical model for shear critical reinforced-concrete members
    Vecchio, FJ
    Collins, MP
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1996, 122 (09): : 1123 - 1124
  • [3] ANALYTICAL MODEL FOR SHEAR CRITICAL REINFORCED-CONCRETE MEMBERS
    CHUNG, W
    AHMAD, SH
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1995, 121 (06): : 1023 - 1029
  • [4] SHEAR-STRENGTH OF REINFORCED-CONCRETE MEMBERS
    HALDANE, D
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1974, 100 (NST6): : 1316 - 1317
  • [5] SHEAR-STRENGTH OF REINFORCED-CONCRETE MEMBERS
    BHAL, NS
    JAKOBSEN, RA
    MUKHOPAD.M
    WAAGAARD, K
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1974, 100 (NST5): : 1144 - 1149
  • [6] SHEAR-STRENGTH OF REINFORCED-CONCRETE MEMBERS - SLABS
    不详
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1974, 100 (NST8): : 1543 - 1591
  • [7] POST-YIELD HYSTERETIC BIAXIAL MODELS FOR REINFORCED-CONCRETE MEMBERS
    LAI, SS
    [J]. ACI STRUCTURAL JOURNAL, 1987, 84 (03) : 235 - 245
  • [8] SHEAR TRANSFER MODEL FOR REINFORCED-CONCRETE
    FARDIS, MN
    BUYUKOZTURK, O
    [J]. JOURNAL OF THE ENGINEERING MECHANICS DIVISION-ASCE, 1979, 105 (02): : 255 - 275
  • [9] STIFFNESS AND HYSTERETIC ENERGY-LOSS OF A REINFORCED-CONCRETE SHEAR WALL
    FARRAR, CR
    BAKER, WE
    [J]. EXPERIMENTAL MECHANICS, 1990, 30 (01) : 95 - 100
  • [10] HYSTERETIC RESPONSE OF REINFORCED-CONCRETE FRAMES
    SUCUOGLU, H
    AKTAN, AE
    [J]. JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1980, 77 (04): : 288 - 288
12345