Retrofit effects for welded wide flange beam-to-column connections: Study on seismic retrofit of beam-to-column connection using supplemental H-section haunches Part 1

被引:0
|
作者
Asada, Hayato [1 ]
Matoba, Hiroaki [1 ]
Tanaka, Tsuyoshi [1 ]
Yamada, Satoshi [2 ]
机构
[1] Department of Architecture, Kobe University, Japan
[2] S.E.R,C, Tokyo Insutitute of Technology, Japan
来源
关键词
All Open Access; Bronze;
D O I
10.3130/aijs.80.681
中图分类号
学科分类号
摘要
引用
收藏
页码:681 / 691
相关论文
共 50 条
  • [31] Cyclic behavior of high-strength steel beam-to-column welded flange-bolted web connections
    Hu, Fangxin
    Wang, Zhan
    THIN-WALLED STRUCTURES, 2024, 201
  • [32] Seismic performance of H-section beam to HSS column connection in prefabricated structures
    Liu, X. C.
    Yang, Z. W.
    Wang, H. X.
    Zhang, A. L.
    Pu, S. H.
    Chai, S. T.
    Wu, L.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 138 : 1 - 16
  • [33] Experimental study on H-shaped beam-to-column connections with vertical stiffener
    Pan, Lingli
    Chen, Yiyi
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2012, 33 (12): : 1 - 9
  • [34] Bolted large seismic steel beam-to-column connections Part 2: numerical nonlinear analysis
    Takhirov, SM
    Popov, EP
    ENGINEERING STRUCTURES, 2002, 24 (12) : 1535 - 1545
  • [35] Parametric Study of Weak-Axis Beam-to-Column Composite Connections with Asymmetrical Reduced Beam Section
    Xu, Yinglu
    Lu, Linfeng
    Zheng, Hong
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2019, 19 (02) : 351 - 365
  • [36] Parametric Study of Weak-Axis Beam-to-Column Composite Connections with Asymmetrical Reduced Beam Section
    Yinglu Xu
    Linfeng Lu
    Hong Zheng
    International Journal of Steel Structures, 2019, 19 : 351 - 365
  • [37] Experimental study on seismic performance of precast-prestressed beam-to-column concrete connections
    Li, Zhen-Bao
    Dong, Ting-Feng
    Ma, Hua
    Feng, Li-Feng
    Bai, Cong-Min
    Advances in Structural Engineering:Theory and Applications Vols 1 and 2, 2006, : 1650 - 1657
  • [38] BEHAVIOR OF BEAM-TO-COLUMN CONNECTIONS WITH ANGLES. PART 1-EXPERIMENTAL INVESTIGATIONS
    Ghindea, M.
    Catarig, A.
    Ballok, R.
    JOURNAL OF APPLIED ENGINEERING SCIENCES, 2015, 5 (02): : 21 - 28
  • [39] AN EXPERIMENTAL STUDY ON PRECAST CONCRETE BEAM-TO-COLUMN CONNECTION USING INTERLOCKING BARS
    Noorhidana, Vera A.
    Forth, John P.
    II INTERNATIONAL CONFERENCE ON CONCRETE SUSTAINABILITY - ICCS16, 2016, : 229 - 240
  • [40] Effect of beam section size and connection detail on deformation capacity :Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain Part 4
    Takatsuka, Kouhei
    Suita, Keiichiro
    Tanaka, Tsuyoshi
    Umeda, Toshihiro
    Journal of Structural and Construction Engineering, 2014, 79 (696): : 315 - 321