European seismic prequalification of steel beam-to-column joints: EQUALJOINTS and EQUALJOINTS-Plus projects

被引:34
作者
Landolfo, Raffaele [1 ]
机构
[1] Univ Naples Federico II, Dept Struct Engn & Architecture, Via Forno Vecchio 36, I-80134 Naples, Italy
关键词
Seismic design; Prequalification; Bolted joints; End-plate connection; Moment; rotation response; Eurocode; END-PLATE CONNECTIONS; ULTIMATE BEHAVIOR; DESIGN; STRENGTH; CRITERIA; AISC;
D O I
10.1016/j.jcsr.2022.107238
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
EQUALJOINTS and EQUALJOINTS-Plus are two European projects (research and dissemination respectively) funded by the European Research fund for Coal and Steel (RFCS) and coordinated by the Author. The main aim of these projects was to develop seismic prequalification procedures, currently missing in EN1998-1:2005, for the beam-to-columns joints that are most commonly used in the EU practice, namely unstiffened, haunch- and ribstiffened bolted end-plate joints as well as welded dog-bone. To achieve this purpose, a wide range of experimental tests, numerical simulations and analytical investigations were carried out. Design tools and prequalification charts were developed to support the use of prequalified joints among designers and fabricators. These charts include general requirements, limitations, a step-by-step design procedure and qualification data, which have also provided the technical and scientific background required to introduce the rules for prequalified joints in the 2nd generation of Eurocode 8. The obtained results were disseminated through 14 workshops and seminars over Europe and United States of America. In this paper the research activity carried out in both projects as well as the relevant main achievements are presented and discussed.
引用
收藏
页数:17
相关论文
共 50 条
  • [21] Post-earthquake fire and seismic performance of welded steel-concrete composite beam-to-column joints
    Pucinotti, R.
    Bursi, O. S.
    Demonceau, J. F.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2011, 67 (09) : 1358 - 1375
  • [22] Seismic pre-qualification tests of EC8-compliant external extended stiffened end-plate beam-to-column joints
    D'Aniello, Mario
    Tartaglia, Roberto
    Landolfo, Raffaele
    Jaspart, Jean-Pierre
    Demonceau, Jean-Francois
    ENGINEERING STRUCTURES, 2023, 291
  • [23] Experimental study of steel-timber composite beam-to-column joints with extended end plates
    Ataei, Abdolreza
    Valipour, Hamid R.
    Bradford, Mark A.
    Chiniforush, Alireza A.
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 226 : 636 - 650
  • [24] On the prediction of low-cycle fatigue in steel welded beam-to-column joints
    Cermelj, Blaz
    Moze, Primoz
    Sinur, Franc
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2016, 117 : 49 - 63
  • [25] Behaviour and design of stainless steel-concrete composite beam-to-column joints
    Song, Yuchen
    Wang, Jia
    Uy, Brian
    Li, Dongxu
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 184
  • [26] Experimental study on cyclic behavior of cast steel connectors for beam-to-column joints
    Chen, Yingzhi
    Tong, Lewei
    Chen, Yiyi
    Zhou, Xin
    ADVANCES IN STRUCTURAL ENGINEERING, 2016, 19 (11) : 1677 - 1695
  • [27] Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads
    Amadio, Claudio
    Bedon, Chiara
    Fasan, Marco
    Pecce, Maria Rosa
    ENGINEERING STRUCTURES, 2017, 138 : 394 - 409
  • [28] Experimental study on the cold-formed steel beam-to-column screw connections for seismic application
    Maali, Merve Sagiroglu
    Tavlasoglu, Mustafa Ensar
    Maali, Mahyar
    STRUCTURES, 2025, 72
  • [29] Seismic performance of prefabricated beam-to-column joint with replaceable energy-dissipating steel hinge
    Zheng, Lian-Qiong
    Chen, Xiao-Yang
    Wei, Chang-Gui
    Yan, Gui-Yun
    BULLETIN OF EARTHQUAKE ENGINEERING, 2022, 20 (03) : 1865 - 1895
  • [30] The impact of using hybrid polyvinyl alcohol-steel fibre ECC on the seismic behaviour of precast beam-to-column joints
    Ghayeb, Haider Hamad
    Mo, Kim Hung
    Sulong, N. H. Ramli
    STRUCTURES, 2024, 70