Control of bolted beam-to-column connections in moment joints by T-stub properties

被引：0

作者：

Grecea, D. ^{[1
]}

Muntean, N. ^{[1
]}

Dubina, D. ^{[1
]}

机构：

[1] Politehn Univ Timisoara, Timisoara, Romania

来源：

STESSA 2012: PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS | 2012年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The paper analyses the performance of bolted T-stubs made by welded plates of two different steel grades, e. g., S235 combined with S460 and S690 of different thickness, together with the global behaviour of the joint. Present paper demonstrates that starting from real design cases, the beam-to-column joint detailing and its performance on term of ductility vs. moment capacity can be controlled mainly by the T-stub component.

引用

页码：249 / 254

页数：6

共 50 条

[21] Study on the initial stiffness of blind bolted T-stub connections [J].

Wang, Z. Y. ;

Tizani, W. ;

Wang, Q. Y. .

TUBULAR STRUCTURES XIII, 2010, :53-+

[22] Behavior of T-stub steel connections bolted to rigid bases [J].

Bezerra, Luciano M. ;

Bonilla, Jorge ;

Freitas, Cleirton S. ;

Massicotte, Bruno .

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 192

[23] Ultimate tensile behavior of bolted T-stub connections with preload [J].

Zhang, Ying ;

Gao, Shan ;

Guo, Lanhui ;

Qu, Jiayi ;

Wang, Sheliang .

JOURNAL OF BUILDING ENGINEERING, 2022, 47

[24] Ultimate strength prying models for bolted T-stub connections [J].

Swanson, JA .

ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 2002, 39 (03) :136-147

[25] Surrogate-based calibration and prediction of hysteretic model parameters for steel beam-column bolted T-stub connections [J].

Shen, Yanfei ;

Li, Mao ;

Li, Yong .

JOURNAL OF BUILDING ENGINEERING, 2025, 103

[26] Behaviour of RHS beam-to-column bolted steel connections [J].

dos Santos, Gabriel Barros ;

Batista, Eduardo de Miranda ;

Mascarenhas de Araujo, Afonso Henrique .

STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2016, 9 (04) :296-304

[27] Variability analysis of bolted glulam beam-to-column connections [J].

Wang, Mingqian ;

Song, Xiaobin ;

Gu, Xianglin ;

Yin, Xiaojing .

Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2019, 52 (07) :13-21

[28] Seismic performance of bolted double-web T-stub connections with T-shaped steel column [J].

Liu, Xue-Chun ;

Zhu, Ya-Nan ;

Chen, Xuesen ;

Li, Yong-Mei .

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 191

[29] STATIC BEHAVIOR OF BEAM-TO-COLUMN MOMENT CONNECTIONS [J].

Chen, W.F. ;

Patel, K.V. .

1815, (107)

[30] TESTS OF BEAM-TO-COLUMN WEB MOMENT CONNECTIONS [J].

Rentschler, Glenn P. ;

Chen, Wai F. ;

Driscoll, George C. .

1980, 106 (05) :1005-1022

← 1 2 3 4 5 →