Experimental Study on Hysteretic Behavior of Inverted L-Shaped Steel Bridge Piers Filled With Concrete

2018 ◽  
pp. 373-380 ◽  
Author(s):  
T. Hirota ◽  
T. Sakimoto ◽  
T. Yamao ◽  
H. Watanabe
Keyword(s):  
Experimental Study ◽  
Hysteretic Behavior ◽  
Bridge Piers ◽  
Steel Bridge

EXPERIMENTAL STUDY ON SEISMIC RETROFITTING OF CIRCULAR STEEL BRIDGE PIERS STIFFENED IN CIRCUMFERENCE DIRECTION BY CFRP SHEETS

2004 ◽  
pp. 17-31 ◽  
Author(s):  
Masahide MATSUMURA ◽  
Toshiyuki KITADA ◽  
Munetaka TOKUBAYASHI ◽  
Keishi IKEDA ◽  
Takashi OKADA
Keyword(s):  
Experimental Study ◽  
Seismic Retrofitting ◽  
Bridge Piers ◽  
Steel Bridge ◽  
Cfrp Sheets

Experimental Study on Hysteretic Behavior of Circular Concrete-Filled Steel Bridge Piers

2012 ◽  
Vol 256-259 ◽  
pp. 1640-1647
Author(s):  
Dong Sheng Zhu ◽  
Biao Pang
Keyword(s):  
Large Scale ◽  
Axial Strain ◽  
Constitutive Models ◽  
Steel Tube ◽  
Hysteretic Behavior ◽  
Bridge Piers ◽  
Steel Bridge ◽  
Skeleton Curve ◽  
Cyclic Lateral Load ◽  
Force Displacement

The seismic behavior of concrete-filled circular steel bridge piers was studied by testing four large scale models which were subjected to a constant axial load in addition to a cyclic lateral load. It was found that concrete-filled circular steel bridge piers had high ductility and energy dissipation capacity. Based on the hysteretic force-displacement, the hysteretic behavior of strength reduction was analyzed. Based on the axial strain and the circumferential strain, the plastic area and the strain feature of steel tube were analyzed. According to two different constitutive models of concrete-filled steel tube, the skeleton curve of moment-curvature and force-displacement were calculated and compared with testing data.

scholarly journals Hysteretic Behavior of Inverted L-Shaped Steel Bridge Piers Subjected to Out-of-Plane Cyclic Loading.

2002 ◽  
pp. 215-224 ◽  
Author(s):  
Tatsuro SAKIMOTO ◽  
Masafumi NAKAYAMA ◽  
Tomoaki KAWABATA ◽  
Hiroshi WATANABE ◽  
Eiichi EYAMA
Keyword(s):  
Cyclic Loading ◽  
Hysteretic Behavior ◽  
Bridge Piers ◽  
Steel Bridge ◽  
Out Of Plane

scholarly journals HYSTERETIC BEHAVIOR OF INVERTED L-SHAPED STEEL BRIDGE PIERS FILLED WITH CONCRETE

2003 ◽  
pp. 55-66
Author(s):  
Tatsuro SAKIMOTO ◽  
Koshiro TAKATA ◽  
Hideaki MATSUMOTO ◽  
Takenori HIROTA ◽  
Hiroshi WATANABE
Keyword(s):  
Hysteretic Behavior ◽  
Bridge Piers ◽  
Steel Bridge
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