Influence of floor slab on deformation capacity deformation capacity of welded beam-to-column connection: Subjected to repeated plastic strain Part 5

被引：0

作者：

Tanaka, Tsuyoshi ^{[1
]}

Suita, Keiichiro ^{[2
]}

Asakura, Naoki ^{[3
]}

Tsukada, Takaaki ^{[4
]}

Uozumi, Naomi ^{[1
]}

Takatsuka, Kouhei ^{[2
]}

机构：

[1] Dept. of Architecture, Kobe Univ., Japan

[2] Dept. of Architecture and Architectural Eng., Kyoto Univ., Japan

[3] Obayashi Corp., Japan

[4] Shimizu Corp., Japan

来源：

Journal of Structural and Construction Engineering | 2015年 / 80卷 / 707期

关键词：

D O I：

10.3130/aijs.80.127

中图分类号：

学科分类号：

摘要：

Welding - Composite beams and girders - Steel beams and girders - Stiffness - Bending strength - Rotation - Ductile fracture - Floors - Plastic deformation - Cyclic loads - Ductility

引用

页码：127 / 136

共 16 条

[1] 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
[2] Effect of weld access hole on deformation capacity: Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain Part 2
Takatsuka, K., 1600, Architectural Institute of Japan (77):
[3] Effect of ultimate flexural strength of beam end connection on deformation capacity: Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain Part 1
Suita K.
Tanaka T.
Sato A.
Jvianabe Y.
Tsukada T.
Su Z.
Journal of Structural and Construction Engineering, 2011, 76 (664): : 1135 - 1142
[4] Discussion on research activity published as effect of variable amplitude loading protocol on deformation capacity: Deformation capacity of welded beam-to-column connections subjected to repeated plastic strain part 3
Kuwamura, H., 1600, Architectural Institute of Japan (78):
[5] Deformation Capacity of Steel Beam-to-Column Connections Evaluated Based on Strain Histories
Jiao, Yu
Yamada, Satoshi
PROCEEDINGS OF THE 11TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, STESSA 2024 - VOL 1, 2024, 519 : 470 - 483
[6] Experimental investigation on deformation capacity of beam-to-column connections in early highrise buildings by fullscale tests
Yamada, Shohei
Kitamura, Yukiko
Suita, Keiichiro
Nakashima, Masayoshi
Journal of Structural and Construction Engineering, 2008, 73 (623): : 119 - 126
[7] PLASTIC DEFORMATION CAPACITY OF STEEL BEAM-COLUMN DETERMINED BY IN-PLANE INSTABILITY
Sato, Atsushi
Fujiwara, Ukyo
Journal of Structural and Construction Engineering, 2022, 87 (794): : 381 - 392
[8] Evaluation on plastic deformation capacity of welded beam ends under cyclic loading using FE analysis
Sawamoto, Yoshikazu
Ohsaki, Makoto
Journal of Structural and Construction Engineering, 2019, 84 (759): : 695 - 704
[9] 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
[10] 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

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