SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF COMPOSITE SLABS AND COMMENTARY ON SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF COMPOSITE SLABS.

被引：0
|
作者：
Anon [1 ]
机构：
[1] ASCE, Technical Council on Codes, & Standards, Committee on, Composite Slabs Standards, New York,, ASCE, Technical Council on Codes & Standards, Committee on Composite Slabs Standards, New York,
来源：
| 1600年 / ASCE, New York, NY, USA卷
关键词：
D O I：
9780872624702
中图分类号：
学科分类号：
摘要：
COMPOSITE STRUCTURES
引用
收藏
相关论文
共 50 条
  • [1] Design, construction and calculation specifications of current large composite bridges
    不详
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2020, 13 (02): : 119 - 119
  • [2] Design, construction and calculation specifications of actual large composite bridges
    Geissler, Karsten
    Gebert, Gregor
    STAHLBAU, 2020, 89 (02) : 148 - +
  • [3] FIRE RESISTANCE OF COMPOSITE DECK SLABS.
    Cooke, G.M.E.
    LKawson, R.M.
    Newman, G.M.
    Structural Engineer, 1988, 66 (16): : 253 - 261
  • [4] DESIGN OF REINFORCED CONCRETE SLABS.
    Wilby, Christopher B.
    Civil engineering London, 1980,
  • [5] RELIABILITY DESIGN CRITERIA FOR SLABS.
    Raj, David Arul
    Ranganathan, R.
    International Journal of Structures, 1987, 7 (02): : 155 - 174
  • [6] Techniques for the construction of deck slabs for composite bridges
    Dauner, Hans-Gerhard
    Stahlbau, 2002, 71 (08) : 625 - 631
  • [7] New method for the design of composite slabs
    Crisinel, Michel
    Edder, Philippe
    Composite Construction in Steel and Concrete V, 2006, : 166 - 177
  • [8] PLASTIC DESIGN OF CONTINUOUS COMPOSITE SLABS
    STARK, JWB
    BREKELMANS, JWPM
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1990, 15 (1-2) : 23 - 47
  • [9] Bearing Capacity, Construction and Measurement of Concrete Slabs.
    Andrae, Hans-Peter
    Baur, Hermann
    Stiglat, Klaus
    1600, (79):
  • [10] OPTIMAL DESIGN OF REINFORCED CONCRETE SLABS.
    Dutta, T.K.
    Ratnalikar, N.V.
    Journal of the Institution of Engineers (India): Civil Engineering Division, 1973, 54 (Part CI 2): : 47 - 52
12345