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

被引：0

作者：

Takatsuka, Kouhei ^{[1
]}

Suita, Keiichiro ^{[1
]}

Tanaka, Tsuyoshi ^{[2
]}

Umeda, Toshihiro ^{[1
]}

机构：

[1] Dept. of Architecture and Architectural Eng, Kyoto University, Japan

[2] Dept. of Architecture, Kobe University, Japan

来源：

Journal of Structural and Construction Engineering | 2014年 / 79卷 / 696期

关键词：

Cyclic loads - Welds - Crack propagation - Welding;

D O I：

10.3130/aijs.79.315

中图分类号：

学科分类号：

摘要：

引用

页码：315 / 321

共 34 条

[21] Effect of the moment transfer efficiency of a beam web on deformation capacity at box column-to-H beam connections
Kim, Young-Ju
Oh, Sang-Hoon
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2007, 63 (01) : 24 - 36
[22] A study to enhance the deformation capacity of beam-to-column connections using high strength steel having high yield ratio
Sang-Hoon Oh
Hae-Yong Park
International Journal of Steel Structures, 2016, 16 : 73 - 89
[23] A study to enhance the deformation capacity of beam-to-column connections using high strength steel having high yield ratio
Oh, Sang-Hoon
Park, Hae-Yong
INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2016, 16 (01) : 73 - 89
[24] Experimental study on deformation capacity of field welding beam-to-column joint with different beam end details consideration of fracture toughness and non-welded part in submerged arc weld of pre-assembled H-shaped beam
Nakagomi T.
Kaneko H.
Tsutsumi S.
Horiba R.
Kasuga T.
Welding International, 2019, 33 (10-12) : 423 - 437
[25] Toughness of Submerged Arc Weld Metal and Plastic Deformation Capacity of Pre-assembled Type Beam-End Connection Using Built-Up H-Shaped Beam
Nakano, Tatsuya
PROCEEDINGS OF THE 11TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, STESSA 2024 - VOL 1, 2024, 519 : 458 - 469
[26] THE EFFECT OF GRAIN SIZE ON THE STRESS-STRAIN CURVE OF ALPHA-IRON AND THE CONNECTION WITH THE PLASTIC DEFORMATION OF THE GRAIN BOUNDARIES
TJERKSTRA, HH
ACTA METALLURGICA, 1961, 9 (04): : 259 - 263
[27] Study of influence of beam-end joint details with field welding on deformation capacity of pre-build-up H-shape beam-to-column joint
Nakagomi T.
Kaneko H.
Tsutsumi S.
Masuda K.
Makishima J.
Horiba R.
Journal of Structural and Construction Engineering, 2017, 82 (739): : 1497 - 1506
[28] Stress strain states around toe of corner section and deformation capacity of cold formed shs column to through diaphragm robotic welded connection using degrees narrow groove 25 degrees narrow groove
Sokawa Y.
Nakano T.
Masuda H.
AIJ Journal of Technology and Design, 2018, 24 (57) : 501 - 506
[29] Shear capacity of the cold-formed steel beam to column welded moment connection using clip-angle and flange-cleat
Mallepogu, Nagaraju
Madhavan, Mahendrakumar
THIN-WALLED STRUCTURES, 2023, 187
[30] Ultimate Shear Capacity of the Cold-Formed Steel Torsionally Restrained Beam-to-Column Moment Connection with a Three-Bolted Clip Angle and Flange Cleat
Mallepogu, Nagaraju
Madhavan, Mahendrakumar
JOURNAL OF STRUCTURAL ENGINEERING, 2024, 150 (06)

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