METAL FOIL COVERING FOR IMPROVING DURABILITY OF REINFORCED-CONCRETE STRUCTURES

被引：0
|
作者：
SHIRAYAMA, K
HIRAGA, T
YANO, M
ITATANI, T
机构：
来源：
FROM MATERIALS SCIENCE TO CONSTRUCTION MATERIALS ENGINEERING, VOLS 1-3: PORE STRUCTURE AND CONSTRUCTION MATERIALS PROPERTIES, COMBINING MATERIALS, DURABILITY OF CONSTRUCTION MATERIALS | 1987年
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：563 / 566
页数：4
相关论文
共 50 条
  • [41] RELIABILITY ASSESSMENT OF REINFORCED-CONCRETE CONTAINMENT STRUCTURES
    SHINOZUKA, M
    HWANG, H
    REICH, M
    NUCLEAR ENGINEERING AND DESIGN, 1984, 80 (02) : 247 - 267
  • [42] REINFORCED-CONCRETE IN BLAST-HARDENED STRUCTURES
    TANCRETO, JE
    ACS SYMPOSIUM SERIES, 1987, 345 : 92 - 106
  • [43] Simulation of punching failure in reinforced-concrete structures
    Ecole Polytechnique Federale de, Lausanne, Lausanne, Switzerland
    J Struct Eng, 5 (652-659):
  • [44] VARIABILITY OF POTENTIALS MEASURED ON REINFORCED-CONCRETE STRUCTURES
    NAISH, CC
    CARNEY, RFA
    MATERIALS PERFORMANCE, 1988, 27 (04) : 45 - 48
  • [45] STUDIES OF MISSILE IMPACT WITH REINFORCED-CONCRETE STRUCTURES
    BARR, P
    BROWN, ML
    CARTER, PG
    HOWE, WD
    JOWETT, J
    NEILSON, AJ
    YOUNG, RLD
    NUCLEAR ENERGY-JOURNAL OF THE BRITISH NUCLEAR ENERGY SOCIETY, 1980, 19 (03): : 179 - 189
  • [46] MINIMUM COST DESIGN OF REINFORCED-CONCRETE STRUCTURES
    KANAGASUNDARAM, S
    KARIHALOO, BL
    STRUCTURAL OPTIMIZATION, 1990, 2 (03): : 173 - 184
  • [47] NONLINEAR DYNAMIC ANALYSIS OF REINFORCED-CONCRETE STRUCTURES
    STANGENBERG, F
    NUCLEAR ENGINEERING AND DESIGN, 1974, 29 (01) : 71 - 88
  • [48] ANALYSIS AND DESIGN OF REINFORCED-CONCRETE GUIDEWAY STRUCTURES
    GOLDBERG, MK
    HALVORSEN, GT
    ACI STRUCTURAL JOURNAL, 1987, 84 (03) : 274 - 277
  • [49] ANALYSIS AND DESIGN OF REINFORCED-CONCRETE GUIDEWAY STRUCTURES
    不详
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1986, 83 (05): : 838 - 868
  • [50] Experience in application of reinforced-concrete spatial structures
    Shugaev, V.V.
    Beton i Zhelezobeton, 2002, (05): : 6 - 10
12345