Experiment investigation on failure behavior of partial-strength connections with column skin plate deformation

被引：0

作者：

Choi, Jae-hyouk ^{[1
]}

Ohi, Kenichi ^{[2
]}

机构：

[1] Chosun Univ, Coll Engn, Sch Architecture, 375 Seosuk Dong, Kwangju 501759, South Korea

[2] Kobe Univ, Fac Engn, Dept Civil & Architecture Engn, Kobe, Hyogo 6578501, Japan

来源：

MECHANICAL BEHAVIOR OF MATERIALS X, PTS 1AND 2 | 2007年 / 345-346卷

关键词：

semi-rigid partial-strength connection; quasi-static cyclic loading; failure mode; standard poly-line; column surface; skin plate;

D O I：

10.4028/www.scientific.net/KEM.345-346.1465

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This paper presents an experimental investigation of semi-rigid partial strength beam-to-column connections. An H-shape beam is connected to a column with bolted connection. Four different types of connection details are studied: Extend end plate, Flush end plate, Top and seat angle with Double web angle, Double web angle connections. The sub-assemblages of beam-to-column connections with different detailed configurations and various degrees of column-skin stiffened conditions were subjected to quasi-static cyclic loading. The moment-rotation relationships observed are compared with an existing poly-line characterization proposed in the past for semirigid connection behavior. Comparison between them shows a similar behavior when failure occurs at the semi-rigid connection. These test data enrich the databank, and consequently provide information to improve semi-rigid design procedure.

引用

页码：1465 / +

页数：2

共 50 条

[1] BEHAVIOUR OF STEEL FRAMES WITH PARTIAL-STRENGTH BEAM-TO-COLUMN CONNECTIONS
Vimonsatit, V.
Tin-Loi, F.
Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), 2011, : 298 - 303
[2] Behavior of exterior partial-strength composite beam-to-column connections: Experimental study and numerical simulations
Vasdravellis, G.
Valente, M.
Castiglioni, C. A.
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2009, 65 (01) : 23 - 35
[3] Design of braced steel frames with ductile partial-strength connections
Anderson, D.
Hughes, A.F.
Structural engineer London, 1997, 75 (03): : 49 - 50
[4] Hybrid simulation on semi-rigid partial-strength connections
Ohi, Kenichi
Jae-Hyoukchoi
INTERNATIONAL JOURNAL OF MODERN PHYSICS B, 2006, 20 (25-27): : 4445 - 4450
[5] Deformation behavior and strength of beam-to-column connections in steel portal frame
Kim, Y. M.
Yang, C. M.
Ko, N. H.
Hong, D. P.
PROGRESSES IN FRACTURE AND STRENGTH OF MATERIALS AND STRUCTURES, 1-4, 2007, 353-358 : 675 - +
[6] Traditional and Machine-Learning Numerical Models for Partial-Strength Extended Endplate Connections
Xu, Hongchao
Ding, Zizhou
Elkady, Ahmed
PROCEEDINGS OF THE 11TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, STESSA 2024 - VOL 1, 2024, 519 : 541 - 549
[7] Behaviour and modelling of partial-strength beam-to-column composite joints for seismic applications
Braconi, A.
Salvatore, W.
Tremblay, R.
Bursi, O. S.
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2007, 36 (01): : 142 - 161
[8] Component-based models of dissipative partial-strength beam-to-column composite joints
Salvatore, Walter
Braconi, Aurelio
Bursi, Oreste S.
COMPOSITE CONSTRUCTION IN STEEL AND CONCRETE V, 2006, : 455 - +
[9] Column flange strength at moment end-plate connections
Curtis, Larry E., 1600, (26):
[10] STRENGTH AND ROTATIONAL BEHAVIOR OF COMPOSITE BEAM COLUMN CONNECTIONS
VANDALEN, K
GODOY, H
CANADIAN JOURNAL OF CIVIL ENGINEERING, 1982, 9 (02) : 313 - 322

← 1 2 3 4 5 →