Seismic performance of flange plate connections between steel beams and box columns

被引：69

作者：

Gholami, M. ^{[1
]}

Deylami, A. ^{[1
]}

Tehranizadeh, M. ^{[1
]}

机构：

[1] Amirkabir Univ Technol, Dept Civil Engn, Tehran, Iran

来源：

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 2013年 / 84卷

关键词：

Connections; Flange plate; Box columns; Steel beam; Experimental program; Finite element analysis; MOMENT-RESISTING FRAMES; BEHAVIOR;

D O I：

10.1016/j.jcsr.2012.11.011

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents analytical and experimental studies on the cyclic behavior of flange plate connection between a steel beam and a welded box column. Three full-scale specimens were tested to evaluate the effect of flange plate length and plate-to-flange fillet weld geometry on the seismic response of flange plate connection. Flange plate connection in the test specimens achieved the AISC seismic provision requirements for special moment frames. Then, the finite-element model developed using ABAQUS was validated using the test results. This model was subsequently used to further investigate the behavior of the test specimens. (C) 2013 Elsevier Ltd.All rights reserved.

引用

页码：36 / 48

页数：13

共 14 条

[1]

Adeli MM, 2011, INT J CIV ENG, V9, P145

[2]

[Anonymous], 2005, SEISMIC PROVISIONS S

[3]

Chen C.C., 2004, ENG STRUCT, V13, P1089

[4] Ductile moment connections used in steel column-tree moment-resisting frames [J].

Chen, CC ;

Lin, CC ;

Lin, CH .

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2006, 62 (08) :793-801

[5] Cyclic behaviour of unreinforced and rib-reinforced moment connections [J].

Chen, CC ;

Chen, SW ;

Chung, MD ;

Lin, MC .

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2005, 61 (01) :1-21

[6] Effect of local details and yield ratio on behavior of FR steel connections [J].

El-Tawil, S ;

Mikesell, T ;

Kunnath, SK .

JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2000, 126 (01) :79-87

[7]

Kaufmann E.J., 1997, Dynamic Tension Tests of Simulated Moment Resisting Frame Weld Joints, Steel Tips, Structural Steel Education Council

[8]

Kim T, 2003, THESIS U CALIFORNIA

[9]

Kim T, 2004, P 13 WORLD C EARTHQ

[10]

Kim T, 2002, STRUCT DES TALL BUIL, V11, P265

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