COMPARISON OF DESIGN FOR COMPOSITE BEAMS IN STEEL AND CONCRETE ACCORDING TO EUROCODE 4 AND CHINESE DESIGN CODES

被引:0
|
作者
Zhang, Qingjie [1 ]
Schäfer, Markus [1 ]
机构
[1] UNIVERSITY OF LUXEMBOURG, Faculty of Science, Technology and Communication, Luxembourg
关键词
13;
D O I
10.1002/cepa.542
中图分类号
学科分类号
摘要
引用
收藏
页码:426 / 437
相关论文
共 50 条
  • [21] COMPARISON STUDY OF TORSIONAL STRENGTH OF STEEL FIBER REINFORCED-CONCRETE BEAMS WITH VARIOUS DESIGN CODES
    Wardana, Afif Kusuma
    Tavio
    INTERNATIONAL JOURNAL OF GEOMATE, 2023, 25 (110): : 267 - 274
  • [22] Design of Steel Bridges according to Eurocode 3-2
    Kuhlmann, U.
    Schmidt-Rasche, C.
    Guenther, H. -P
    BAUINGENIEUR, 2012, 87 : 541 - 550
  • [23] Design of composite columns in accordance with Eurocode 4
    Pacurar, V.
    Moga, C.
    Gutiu, St. I.
    Campian, Cr.
    STEEL - A NEW AND TRADITIONAL MATERIAL FOR BUILDING, 2006, : 419 - +
  • [24] A steel-concrete composite solution for practical design of coupling beams
    Fortney, P. J.
    Rassati, G. A.
    Shahrooz, B. M.
    Noe, S.
    Stessa 2006, 2006, : 605 - 610
  • [25] The Eurocode system and the codes for steel and composite structures
    Johnson, Roger P.
    REM-REVISTA ESCOLA DE MINAS, 2007, 60 (02) : 251 - 260
  • [26] Design of Steel Fibre Reinforced Concrete Structures According to the Annex L of the Eurocode-2 2023
    de la Fuente, A.
    Monserrat-Lopez, A.
    Tosic, N.
    Serna, P.
    HORMIGON Y ACERO, 2023, 74 (299): : 169 - 186
  • [28] Design of high-strength steel reinforced concrete columns - a Eurocode 4 approach
    Chiew, Sing-Ping
    Cai, Yan-Qing
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2018, 11 (04): : 306 - 314
  • [29] Commentary: Design of timber-concrete-composite structures in the Eurocode
    Dias, Alfredo
    Schaenzlin, Joerg
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2021, 174 (05) : 342 - 344
  • [30] DESIGN OF COMPOSITE PRESTRESSED CONCRETE BEAMS
    HATCHER, DS
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1979, 105 (01): : 185 - 198