A Steel Component Database for Deterioration Modeling of Steel Beams with RBS under Cyclic Loading

2010 ◽  
Author(s):  
D. G. Lignos ◽  
F. Zareian ◽  
H. Krawinkler
Keyword(s):  
Cyclic Loading ◽  
Steel Beams ◽  
Steel Component ◽  
Component Database

scholarly journals A HYSTERETIC MODEL OF LATERALLY UNSUPPORTED H-SHAPED STEEL BEAMS UNDER CYCLIC LOADING

2015 ◽  
Vol 80 (711) ◽  
pp. 819-829 ◽  
Author(s):  
Hideki IDOTA ◽  
Hirokazu NAKATA ◽  
Takuya YOSHIDA ◽  
Tetsuro ONO
Keyword(s):  
Cyclic Loading ◽  
Steel Beams ◽  
Hysteretic Model

Cold formed steel beams under monotonic and cyclic loading: Experimental investigation

2009 ◽  
Vol 65 (1) ◽  
pp. 219-227 ◽  
Author(s):  
B. Calderoni ◽  
A. De Martino ◽  
A. Formisano ◽  
L. Fiorino
Keyword(s):  
Experimental Investigation ◽  
Cyclic Loading ◽  
Steel Beams ◽  
Cold Formed Steel

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.

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