SHEAR STRENGTH OF PRESTRESSED LIGHTWEIGHT AGGREGATE CONCRETE FLAT PLATES

被引:0
|
作者
GROW, JB
VANDERBI.MD
机构
来源
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:18 / &
相关论文
共 50 条
  • [1] Evaluation of Shear Strength of Concrete Flat Plates Reinforced with GFRP Plates
    Kim, Min Sook
    Lee, Young Hak
    INTERNATIONAL JOURNAL OF POLYMER SCIENCE, 2017, 2017
  • [2] Experimental investigations on punching shear of lightweight aggregate concrete flat slabs
    Urban, Tadeusz
    Goldyn, Michal
    Krawczyk, Lukasz
    Sowa, Lukasz
    ENGINEERING STRUCTURES, 2019, 197
  • [3] DEFLECTION OF PRESTRESSED CONCRETE FLAT PLATES
    NAWY, EG
    CHAKRABARTI, P
    JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1976, 21 (02): : 86 - 98
  • [4] OPTIMIZATION OF PRESTRESSED CONCRETE FLAT PLATES
    MACRAE, AJ
    COHN, MZ
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1987, 113 (05): : 943 - 957
  • [5] Punching shear capacity of lightweight aggregate concrete flat slabs without shear reinforcements
    Yang, Keun-Hyeok
    Mun, Ju-Hyun
    Song, Jin-Kyu
    Kim, Sang-Hee
    Hwang, Seung-Hyeon
    Chang, Chun Ho
    MAGAZINE OF CONCRETE RESEARCH, 2023, 75 (06) : 296 - 309
  • [6] OPTIMIZATION OF PRESTRESSED CONCRETE FLAT PLATES.
    MacRae, A.J.
    Cohn, M.Z.
    1600, (113):
  • [7] DESIGN CONSIDERATIONS FOR PRESTRESSED LIGHTWEIGHT AGGREGATE CONCRETE.
    Bardhan-Roy, B.K.
    International Journal of Lightweight Concrete, 1980, 2 (04): : 171 - 184
  • [8] Strength of lightweight glass aggregate concrete
    Nemes, Rita
    Jozsa, Zsuzsanna
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2006, 18 (05) : 710 - 714
  • [9] Shear strength of interior beam-column joints with lightweight aggregate concrete
    Wu, Tao
    Wei, Hui
    Liu, Xi
    MAGAZINE OF CONCRETE RESEARCH, 2018, 70 (03) : 109 - 128
  • [10] EXPERIMENTAL INVESTIGATIONS ON PUNCHING SHEAR OF FLAT SLABS MADE FROM LIGHTWEIGHT AGGREGATE CONCRETE
    Goldyn, M.
    Krawczyk, L.
    Ryzynski, W.
    Urban, T.
    ARCHIVES OF CIVIL ENGINEERING, 2018, 64 (04) : 293 - 306