THE INFLUENCE OF SEMI-RIGID JOINTS ON THE CYCLIC BEHAVIOUR OF STEEL FRAMES

2004 ◽  
pp. 606-606
Keyword(s):  
Steel Frames ◽  
Cyclic Behaviour ◽  
Rigid Joints

Advanced analysis of cyclic behaviour of plane steel frames with semi-rigid connections

2009 ◽  
Vol 9 (4) ◽  
pp. 381-395 ◽  
Author(s):  
M. Saravanan ◽  
S. Arul Jayachandran ◽  
V. Marimuthu ◽  
P. Prabha
Keyword(s):  
Steel Frames ◽  
Cyclic Behaviour ◽  
Advanced Analysis

Mechanical model for the analysis of steel frames with semi rigid joints

2009 ◽  
Vol 65 (3) ◽  
pp. 631-640 ◽  
Author(s):  
A.N.T. Ihaddoudène ◽  
M. Saidani ◽  
M. Chemrouk
Keyword(s):  
Mechanical Model ◽  
Steel Frames ◽  
Rigid Joints

05.37: On stability of unbraced steel frames with semi-rigid joints

ce/papers ◽  
2017 ◽  
Vol 1 (2-3) ◽  
pp. 1363-1370
Author(s):  
Przemysław Krystosik
Keyword(s):  
Steel Frames ◽  
Rigid Joints

Cyclic behaviour of locally web-stiffened W-shape beams

1995 ◽  
Vol 22 (1) ◽  
pp. 121-134
Author(s):  
R. M. Korol ◽  
M. L. Daali
Keyword(s):  
Energy Dissipation ◽  
Cyclic Loading ◽  
Steel Frames ◽  
Earthquake Response ◽  
Lateral Loads ◽  
Steel Moment Resisting Frames ◽  
Moment Resisting Frames ◽  
Cyclic Behaviour ◽  
Rotation Capacity ◽  
Moment Resisting

A series of tests on W-shaped beam-to-column connections subjected to quasi-static cyclic loading was conducted to assess their ductility and energy dissipation capabilities. The specimens represent beams in ductile moment resisting frames undergoing alternating lateral loads. The aim of this study was to assess and compare the rotation capacity and energy absorption of locally web-stiffened beams with unstiffened beams. Of direct relevance to seismically designed moment resisting steel frames, the experimental results of this research clearly highlight the superiority of herring-bone style web-stiffened specimens over vertically web-stiffened or unstiffened specimens. Key words: earthquake, response, steel, moment resisting frames, stiffener, cyclic loading.

scholarly journals Semi-Rigid Steel Frames Located in Seismic Areas

2018 ◽  
Vol 9 (1) ◽  
pp. 159-162
Author(s):  
Alíz Éva Máthé ◽  
Cristian Ciplea
Keyword(s):  
Structural Properties ◽  
Steel Frames ◽  
Rigid Joints ◽  
Design And Construction

Abstract The realistic response of the steel frames cannot always be investigated with idealized rigid or articulated joints. For sideways loads, significant calculation errors may occur if the modeling of the joints does not take into account their most realistic behaviour. The use of semi-rigid joints, both in design and construction, can result in favourable structural properties in the case of steel frames, especially in seismic areas.

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