user

Ananalytical study on the force distribution between the shear plate and attachments in web-clamped beam-to-column connections: Study on web-clamped beam-to-column connection part 1

被引：0
|
作者：
Araki, Keita [1 ]
Iyama, Jun [1 ]
Shiwan, Piao [2 ]
机构：
[1] Dept. of Architecture, Graduate School of Engineering, University of Tokyo, Japan
[2] ITEC Corporation, Japan
来源：
Journal of Structural and Construction Engineering | 2014年 / 79卷 / 706期
关键词：
Finite element method;
D O I：
10.3130/aijs.79.1931
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：1931 / 1940
相关论文
共 39 条
  • [1] An experimental study on the stress distribution between the attachments and shear plate in web-clamped beam-to-column connections: Study on web-clamped beam-to-column connection Part2
    Araki, Keita
    Iyama, Jun
    Shiwan, Piao
    Journal of Structural and Construction Engineering, 2015, 80 (713): : 1155 - 1164
  • [2] Field study of fabrication time for web-clamped beam-to-column connection
    Araki K.
    Iyama J.
    AIJ Journal of Technology and Design, 2019, 25 (60) : 579 - 584
  • [3] Effectiveness of CFS web cleat bolted connections between beam-to-column
    Natesan, Vijayakumar
    Shanmugasundaram, Bharath
    Sekar, Monish
    Madhavan, Mahendrakumar
    STRUCTURES, 2021, 33 : 3269 - 3283
  • [4] RHS beam-to-column connection with web opening - parametric study and design guidelines
    Rao, D. V. Prasada
    Kumar, S. R. Satish
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2006, 62 (08) : 747 - 756
  • [5] RHS beam-to-column connection with web opening - experimental study and finite element modelling
    Kumar, S. R. Satish
    Rao, D. V. Prasada
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2006, 62 (08) : 739 - 746
  • [6] STEEL BEAM-TO-COLUMN MOMENT CONNECTIONS: PART II. WEB MOMENT CONNECTIONS.
    Chen, W.F.
    Lui, E.M.
    SM archives, 1987, 12 (01): : 1 - 52
  • [7] Experimental and Numerical Study of an Innovative Infill Web-Strips Steel Plate Shear Wall with Rigid Beam-to-Column Connections
    Ghafar, Wahab Abdul
    Tao, Zhong
    Tao, Yan
    He, Yingcheng
    Wu, Lei
    Zhang, Zhiqi
    BUILDINGS, 2022, 12 (10)
  • [8] 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
    Asada, Hayato
    Matoba, Hiroaki
    Tanaka, Tsuyoshi
    Yamada, Satoshi
    Journal of Structural and Construction Engineering, 2015, 80 (710): : 681 - 691
  • [9] Bolted large seismic steel beam-to-column connections Part 1: experimental study
    Popov, EP
    Takhirov, SM
    ENGINEERING STRUCTURES, 2002, 24 (12) : 1523 - 1534
  • [10] Experimental study of structural behavior of beam-to-column connections reinforced by increasing plate thickness of column without diaphragms
    Morita, K
    Ebato, K
    Furusawa, K
    Fujita, K
    Hamano, K
    TUBULAR STRUCTURES VIII, 1998, : 585 - 594
1234