Global performance of steel moment resisting frames with semi-rigid joints

被引：1
|
作者：
Dubina, D [1 ]
Ciutina, A [1 ]
Stratan, A [1 ]
Dinu, F [1 ]
机构：
[1] Politehn Univ, Dept Steel Struct & Struct Mech, Timisoara, Romania
来源：
STABILITY AND DUCTILITY OF STEEL STRUCTURES | 1999年
关键词：
moment resisting frames; beam-to-column joints; steel frames; semi-rigid joints; rotation capacity; ductility; damage; earthquake;
D O I：
10.1016/B978-008043016-4/50044-1
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Beam-to-column joints have a fundamental importance in case of seismic moment resistant frames, because dissipative zones must be located at the beam-ends, so that their rotational ductility supply is strictly related to the detailing of connections. Based on a large numerical study, the present paper investigates the seismic performance of two series of moment resisting frames with beam-to-column joints with different configurations. Performance of the analysed structures is expressed in terms of characteristic failure acceleration, ductility demand, damage indices and the q factor.
引用
收藏
页码：367 / 375
页数：9
相关论文
共 50 条
  • [1] Study of the seismic behavior of rigid and semi-rigid steel moment-resisting frames
    Rigi, Abed
    JavidSharifi, Behtash
    Hadianfard, Mohammad Ali
    Yang, T. Y.
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 186
  • [2] Effect of semi-rigid connections in improvement of seismic performance of steel moment-resisting frames
    Feizi, M. Gholipour
    Mojtahedi, A.
    Nourani, V.
    [J]. STEEL AND COMPOSITE STRUCTURES, 2015, 19 (02): : 467 - 484
  • [3] The design of steel frames with semi-rigid joints
    Kamerling, MW
    [J]. PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON STEEL STRUCTURES OF THE 2000'S, 2000, : 101 - 106
  • [4] A method for determining the behaviour factor of moment-resisting steel frames with semi-rigid connections
    Fathi, M
    Daneshjoo, F
    Melchers, RE
    [J]. ENGINEERING STRUCTURES, 2006, 28 (04) : 514 - 531
  • [5] Seismic performance of semi-rigid steel frames
    Danesh, F
    [J]. SEISMIC DESIGN PRACTICE INTO THE NEXT CENTURY: RESEARCH AND APPLICATION, 1998, : 75 - 81
  • [6] Seismic performance of multi-storey steel frames with semi-rigid joints
    Venneri, Greta Agata
    Di Girolamo, Giuseppe Giampaolo
    Memmo, Ivan
    Brando, Giuseppe
    De Matteis, Gianfranco
    [J]. XIX ANIDIS CONFERENCE, SEISMIC ENGINEERING IN ITALY, 2023, 44 : 291 - 298
  • [7] A simplified method for the analysis of steel frames with semi-rigid joints
    Graham, John
    [J]. Structural Engineer, 2011, 89 (02): : 29 - 34
  • [8] 05.37: On stability of unbraced steel frames with semi-rigid joints
    [J]. Krystosik, Przemysław (krystosik@wilsig.tu.koszalin.pl), 1600, John Wiley and Sons Inc (01): : 2 - 3
  • [9] Direct analysis of steel frames with asymmetrical semi-rigid joints
    Chan, Jake L. Y.
    Lo, S. H.
    [J]. STEEL AND COMPOSITE STRUCTURES, 2019, 31 (01): : 99 - 112
  • [10] Analysis of steel and composite braced frames with semi-rigid joints
    Kozlowski, A
    [J]. ADVANCES IN STEEL STRUCTURES, VOLS I & II, PROCEEDINGS, 2002, : 269 - 276
12345