LIMIT-STATE DESIGN FOR SHEAR IN RECTANGULAR AND T BEAMS

被引：0
|
作者：
SEN, HK
机构：
来源：
MAGAZINE OF CONCRETE RESEARCH | 1971年 / 23卷 / 77期
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：192 / &
相关论文
共 50 条
  • [1] LIMIT-STATE DESIGN FOR SHEAR IN RECTANGULAR AND T BEAMS
    REGAN, PE
    PLACAS, A
    MAGAZINE OF CONCRETE RESEARCH, 1970, 22 (73) : 197 - &
  • [2] Transforming reliability limit-state constraints into deterministic limit-state constraints
    Ching, Jianye
    Hsu, Wei-Chih
    STRUCTURAL SAFETY, 2008, 30 (01) : 11 - 33
  • [3] On the loading/shear strength coupling in the probabilistic formulation of the limit-state in shear for gravity dams
    Carvajal, Claudio
    Peyras, Laurent
    Bacconnet, Claude
    EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2010, 14 (03) : 283 - 301
  • [4] THE LIMIT-STATE ORGANIZATION OF PERSONALITY
    HARDY, MC
    GREA, I
    REVUE DU PRATICIEN, 1986, 36 (1-2): : 45 - 50
  • [5] DEVELOPMENT-LENGTH BOND STRESS AND LIMIT-STATE DESIGN
    ROBERTS, NP
    CONCRETE, 1968, 2 (09): : 364 - &
  • [6] Design through analysis applying limit-state concepts and reliability methods
    Bai, Y
    Damsleth, P
    PROCEEDINGS OF THE EIGHTH INTERNATIONAL OFFSHORE AND POLAR ENGINEERING, VOL 2, 1998, : 9 - 20
  • [7] LIMIT-STATE INTERACTIONS IN RELIABILITY-BASED DESIGN FOR WOOD STRUCTURES
    ROSOWSKY, D
    ELLINGWOOD, B
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1992, 118 (03): : 813 - 827
  • [8] The design of sea and river construction works according to a limit-state format
    Piet, O
    HOUILLE BLANCHE-REVUE INTERNATIONALE DE L EAU, 2002, (02): : 97 - 100
  • [9] LIMIT-STATE CRITERIA FOR LOAD-FACTOR DESIGN OF STEEL BRIDGES
    HAAIJER, G
    SCHILLING, CG
    CARSKADDAN, PS
    ENGINEERING STRUCTURES, 1983, 5 (01) : 26 - 30
  • [10] Application of a point estimate method to the probabilistic limit-state design of underground structures
    Park, Dohyun
    Kim, Hyung-Mok
    Ryu, Dong-Woo
    Song, Won-Kyong
    Sunwoo, Choon
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2012, 51 : 97 - 104
12345