Complementary design rules for precast concrete in eurocode 2, part 2

被引：0
|
作者：
机构：
来源：
Betonwerk und Fertigteil-Technik | 1994年 / 60卷 / 06期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
相关论文
共 50 条
  • [31] Calculating deformations of concrete structures according to Eurocode 2 using design aids
    Zilch, K.
    Reitmayer, C.
    BAUINGENIEUR, 2012, 87 : 253 - 266
  • [32] Sensitivity analysis and optimum design of reinforced concrete frames according to Eurocode 2
    Martins, Alberto M. B.
    Simoes, Luis M. C.
    Negrao, Joao H. J. O.
    Lopes, Adelino, V
    ENGINEERING OPTIMIZATION, 2020, 52 (12) : 2011 - 2032
  • [33] Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures
    Braconi, A.
    Caprili, S.
    Degee, H.
    Guendel, M.
    Hjaij, M.
    Hoffmeister, B.
    Karamanos, S. A.
    Rinaldi, V.
    Salvatore, W.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2015, 112 : 108 - 129
  • [34] Calculation of Prestressed Concrete according to Eurocode 2
    不详
    BAUINGENIEUR, 2012, 87 : A6 - A6
  • [35] Precast Concrete Part conglomerated
    Rademeier, Eberhard
    Zamzow, Heinz-Juergen
    BAUINGENIEUR, 2016, 91 : A12 - A12
  • [36] Limitation of Stresses in Concrete According to Eurocode 2
    Jedrzejczak, Marek
    Klempka, Krzysztof
    RSP 2017 - XXVI R-S-P SEMINAR 2017 THEORETICAL FOUNDATION OF CIVIL ENGINEERING, 2017, 117
  • [37] Concrete Cover and Reinforcement in Accordance with Eurocode 2
    不详
    BETON- UND STAHLBETONBAU, 2016, 111 (01) : 50 - 50
  • [38] Seismic design methodology for precast concrete diaphragms - Part 1: Design framework
    Fleischman, RB
    Restrepo, J
    Ghosh, SK
    Naito, CJ
    Sause, R
    PCI JOURNAL, 2005, 50 (05): : 68 - +
  • [39] Precast concrete double-tee connectors, part 2: Shear behavior
    Cao, Liling
    Naito, Clay
    PCI JOURNAL, 2009, 54 (02): : 97 - 115
  • [40] Punching shear reinforcement for semi precast slabs according to Eurocode 2
    Siburg, Carsten
    Hegger, Josef
    Furche, Johannes
    Bauermeister, Ulrich
    BETON- UND STAHLBETONBAU, 2014, 109 (03) : 170 - 181
12345