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：
Journal of Structural and Construction Engineering | 2015年 / 80卷 / 710期
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
  • [41] Experimental study on fatigue damage mitigation in welded beam-to-column connections with passive vibration control
    Yang, Fan
    Fang, Zhao
    Zhang, Jianshao
    Li, Aiqun
    ADVANCES IN STRUCTURAL ENGINEERING, 2024,
  • [42] Experimental study of rotational behavior of bolted glulam beam-to-column connections with two-part steel section
    Deng M.
    Song X.
    Gao Y.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2023, 44 (10): : 97 - 105
  • [43] Experimental study on crack of hot dip galvanaized coatings of welded joint of beam-to-column connection
    Mori, Masanori
    Nakagomi, Tadao
    Fujita, Tetsuya
    Yosetsu Gakkai Shi/Journal of the Japan Welding Society, 2009, 78 (05): : 146 - 148
  • [44] Experimental study on crack of hot dip galvanaized coatings of welded joint of beam-to-column connection
    Takenaka Corp.
    不详
    不详
    Yosetsu Gakkai Shi, 2007, 5 (122-124):
  • [45] Experiment study on crack of hot dip gaivanized coatings of welded joint of beam-to-column connection
    Mori, Masanori
    Nakagomi, Tadao
    Fujita, Tetsuya
    Yosetsu Gakkai Shi/Journal of the Japan Welding Society, 2010, 79 (05): : 144 - 145
  • [46] Experimental study on seismic performance of beam-to-column connection with cantilever beam segment of LY315 steel
    Li, Zhilin
    Yang, Lu
    Wang, Meng
    Li, Yongji
    Liang, Yaohua
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2021, 42 (11): : 21 - 28
  • [47] Modeling and parametric study of Cover Plate strengthen- beam flange weaken beam-to-column connection for steel moment frame
    Zhang Yanxia
    Li Yunpeng
    Wang Luyao
    Yang Fan
    ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 : 1217 - 1221
  • [48] Preventing progressive collapse through strengthening beam-to-column connection, Part 1: Theoretical analysis
    Liu, J. L.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2010, 66 (02) : 229 - 237
  • [49] Seismic self-centering steel beam-to-column moment connections using bolted friction devices
    Tsai, Keh-Chyuan
    Chou, Chung-Che
    Lin, Chi-Lon
    Chen, Pei-Ching
    Jhang, Sheng-Jhih
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2008, 37 (04): : 627 - 645
  • [50] Experimental study on seismic behavior of local post-tensioned precast concrete beam-to-column connections
    Yang H.
    Guo Z.
    Xu A.
    Guan D.
    Feng J.
    Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition), 2019, 49 (06): : 1101 - 1108
12345