scholarly journals EXPERIMENTAL STUDY ON THE PERFORMANCE OF SLANT END-PLATE CONNECTIONS AT ELEVATED TEMPERATURE

2018 ◽  
Keyword(s):  
Experimental Study ◽  
Elevated Temperature ◽  
End Plate ◽  
Plate Connections

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

Structural performance of steel beams and frames with slant end-plate connections at elevated temperature

2019 ◽  
Vol 187 ◽  
pp. 396-413 ◽  
Author(s):  
Farshad Zahmatkesh ◽  
Mohd H. Osman ◽  
Elnaz Talebi ◽  
Ahmad B.H. Kueh ◽  
Mahmood Tahir
Keyword(s):  
Elevated Temperature ◽  
Structural Performance ◽  
Steel Beams ◽  
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.

Numerical study on seismic behaviors of steel frame end-plate connections

2013 ◽  
Vol 90 ◽  
pp. 140-152 ◽  
Author(s):  
Meng Wang ◽  
Yongjiu Shi ◽  
Yuanqing Wang ◽  
Gang Shi
Keyword(s):  
Numerical Study ◽  
Steel Frame ◽  
End Plate ◽  
Plate Connections ◽  
Seismic Behaviors

Influence of Composite Slab on the Nonlinear Response of Extended End-Plate Beam-to-Column Joints

2018 ◽  
Vol 763 ◽  
pp. 818-825 ◽  
Author(s):  
Roberto Tartaglia ◽  
Mario D'Aniello ◽  
Gian Andrea Rassati ◽  
James A. Swanson ◽  
Raffaele Landolfo
Keyword(s):  
Concrete Slab ◽  
Lateral Loads ◽  
Building Frames ◽  
Beneficial Effects ◽  
End Plate ◽  
Composite Joint ◽  
Extended End Plate ◽  
Plate Connections ◽  
Seismic Area ◽  
Steel Joints

Extended stiffened end-plate connections are widely used in seismic area due to their good performance in terms of both resistance and ductility. The most of existing studies focused on the all-steel behavior of these joints, disregarding the composite action of the concrete slab that is generally disconnected. However, the presence of the concrete slab can have beneficial effects on the structural stiffness for both gravity and lateral loads. Hence, most of the building frames are usually designed considering steel-concrete composite solution. However, the slab can strongly influence the hierarchy between beam and column and the ductility of the joint. In this paper the influence of composite deck on the response of extended stiffened end-plate joins has been investigated by means of finite element analyses (FEAs). In particular, the following details have been investigated: (i) all steel joints without slab; (ii) steel joint with disconnected slab; (iii) composite joint.

Sign in / Sign up

Export Citation Format

Share Document