LIGHTWEIGHT CONCRETE CUTS BRIDGE COSTS

被引：0
|
作者：
不详
机构：
来源：
PUBLIC WORKS | 1985年 / 116卷 / 02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：59 / 59
页数：1
相关论文
共 50 条
  • [31] Lightweight concrete reduces weight and increases span length of pretensioned concrete bridge girders
    Meyer, KF
    Kahn, LF
    PCI JOURNAL, 2002, 47 (01): : 68 - 75
  • [32] Shear Strength of a Lightweight Self-Consolidating Concrete Bridge Girder
    Dymond, Benjamin Z.
    Roberts-Wollmann, Carin L.
    Cousins, Thomas E.
    JOURNAL OF BRIDGE ENGINEERING, 2010, 15 (05) : 615 - 618
  • [33] The properties of lightweight aggregate concrete for pre-cast bridge slab
    Tanaka, H
    Yoshitake, I
    Yamaguchi, Y
    Hamada, S
    Tsuda, H
    Kushida, M
    SYSTEM-BASED VISION FOR STRATEGIC AND CREATIVE DESIGN, VOLS 1-3, 2003, : 1899 - 1905
  • [34] Flexural behavior of a hybrid FRP and lightweight concrete sandwich bridge deck
    Keller, Thomas
    Schaumann, Erika
    Vallee, Till
    COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2007, 38 (03) : 879 - 889
  • [35] Fatigue assessment of a lightweight steel-concrete bridge deck concept
    De Corte, W.
    Boel, V.
    Helincks, P.
    De Schutter, G.
    BRIDGE STRUCTURES, 2016, 12 (1-2) : 11 - 19
  • [36] Structural performance of a hybrid FRP composite - lightweight concrete bridge girder
    Siwowski, Tomasz
    Rajchel, Mateusz
    COMPOSITES PART B-ENGINEERING, 2019, 174
  • [37] Chloride Penetration Resistance of a Ternary Blend Lightweight Concrete Bridge Deck
    Ankabrandt, Ryan
    Burdette, Edwin
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2014, 28 (04)
  • [38] Prestress losses in high performance lightweight concrete pretensioned bridge girders
    Kahn, LF
    Lopez, M
    PCI JOURNAL, 2005, 50 (05): : 84 - +
  • [39] Shear and flexural behavior of lightweight concrete bridge columns in seismic regions
    Kowalsky, MJ
    Priestley, MJN
    Seible, F
    ACI STRUCTURAL JOURNAL, 1999, 96 (01) : 136 - 148
  • [40] Teck Cuts Costs
    不详
    E&MJ-ENGINEERING AND MINING JOURNAL, 2012, 213 (11): : 4 - 5
12345