scholarly journals Experimental Study on the Behavior of Header End - Plate Connections under Cyclic Loading

Teknik Dergi ◽  
2021 ◽  
Author(s):  
Adem KARASU ◽  
Cüneyt VATANSEVER
Keyword(s):  
Experimental Study ◽  
Cyclic Loading ◽  
End Plate ◽  
Plate Connections

Analysis on the Seismic Behavior of Extended End-Plate Connections of Steel Frame Structure

2012 ◽  
Vol 193-194 ◽  
pp. 1405-1413 ◽  
Author(s):  
Zhu Ling Yan ◽  
Bao Long Cui ◽  
Ke Zhang
Keyword(s):  
Finite Element ◽  
Cyclic Loading ◽  
Seismic Performance ◽  
Seismic Behavior ◽  
Frame Structure ◽  
End Plate ◽  
Rigid Connection ◽  
Extended End Plate ◽  
Plate Connections ◽  
Steel Frame Structure

This paper conducts analysis on beam-column extended end-plate semi-rigid connection joint concerning monotonic loading and cyclic loading of finite element through ANSYS program, mainly discussed the influence of parameters such as the form of end plate stiffening rib on anti-seismic performance of joint.

Seismic Performance of Moment End-Plate Connections to CFT Column under Cyclic Loading

2013 ◽  
Vol 680 ◽  
pp. 205-210
Author(s):  
Ikhlas S. Sheet ◽  
Umarani Gunasekaran
Keyword(s):  
Cyclic Loading ◽  
Cyclic Load ◽  
Experimental Program ◽  
Steel Beams ◽  
Welding Zone ◽  
End Plate ◽  
Plate Connections ◽  
Cft Column ◽  
Plastic Rotations ◽  
Plate Connection

An experimental program under cyclic load is performed on two half-scale interior moment end-plate connections to concrete filled tubular (CFT) columns. Flat and curved stiffened extended end-plates were welded to the steel beams in the shop, and bolted on the site to the square and circular CFT column tubes respectively, using steel rods passing through the column. The experimental results demonstrated that both circular and rectangular end-plate connections showed similar performance in a ductile manner and the stiffener elements were effective to form the plastic hinges away from the welding zone, also the proposed curved end-plate connection with rods passing through the column in “X” shape was effective. The test specimens showed a plastic rotations capacity of 0.054 radian.

Behaviour of End-Plate Connections in 3D Frames Under Fire Conditions: Experimental Study

2018 ◽  
Vol 18 (3) ◽  
pp. 734-749 ◽  
Author(s):  
S. V. Khonsari ◽  
P. Vosough Grayli ◽  
A. Ghorbani ◽  
A. Roshani Moghaddam
Keyword(s):  
Experimental Study ◽  
End Plate ◽  
Plate Connections ◽  
Fire Conditions

scholarly journals Experimental study of prequalified status of flush end plate connections

HBRC Journal ◽  
2016 ◽  
Vol 12 (1) ◽  
pp. 25-32 ◽  
Author(s):  
Sherif H.M. Hassanien ◽  
Hazem M. Ramadan ◽  
M. Nabil Abdel-Salam ◽  
Sherif A. Mourad
Keyword(s):  
Experimental Study ◽  
End Plate ◽  
Plate Connections
Sign in / Sign up

Export Citation Format

Share Document