Seismic performance of new-type box steel bridge piers with embedded energy-dissipating shell plates under tri-directional seismic coupling action

2017 ◽  
Vol 17 (1) ◽  
pp. 105-125 ◽  
Author(s):  
Haifeng Li ◽  
Xuanneng Gao ◽  
Yang Liu ◽  
Yongfeng Luo
Keyword(s):  
Seismic Performance ◽  
Bridge Piers ◽  
Steel Bridge ◽  
New Type ◽  
Seismic Coupling

Effect on buckling behavior and seismic performance of steel piers corrosion-damaged near ground

2021 ◽  
Author(s):  
Takuma Rokutani ◽  
Kazutoshi Nagata ◽  
Takeshi Kitahara
Keyword(s):  
Seismic Performance ◽  
Rectangular Cross Section ◽  
Steel Structures ◽  
Corrosion Damage ◽  
Bridge Piers ◽  
Response Analysis ◽  
Steel Bridge ◽  
Seismic Response Analysis ◽  
Economic Miracle ◽  
Buckling Behavior

<p>In Japan, many steel structures were constructed during the period of the high economic miracle, and they are now more than 50 years old and are aging. Corrosion has been confirmed at corners and the boundary of concrete-wrapped concrete in steel piers. It was found that corrosion damage at the corner of steel piers causes a decrease of seismic performance in our previous investigations that carried out seismic response analysis. Subsequently, in this study, the effect of corrosion damage at the near ground edge of steel bridge piers with a rectangular cross-section was investigated in detail on the buckling behaviour and seismic performance of structures. As a result, it is found that the buckling at the base causes a decrease in load bearing performance compared to the buckling in the entire panel. It is necessary to properly maintain to prevent buckling at the base caused by corrosion.</p>

Seismic Performance of Compact Beam–Column Connections with Welding Defects in Steel Bridge Piers

2017 ◽  
Vol 22 (4) ◽  
pp. 04016137 ◽  
Author(s):  
Liang-Jiu Jia ◽  
Toyoki Ikai ◽  
Hanbin Ge ◽  
Shinki Hada
Keyword(s):  
Seismic Performance ◽  
Bridge Piers ◽  
Steel Bridge ◽  
Welding Defects

scholarly journals Experimental Study on the Seismic Performance of High Ductility Steel Bridge Piers.

1998 ◽  
pp. 207-218 ◽  
Author(s):  
Tsutomu Usami ◽  
Koichi Watanabe ◽  
Tomoaki Kindaichi ◽  
Takashi Okamoto ◽  
Shigeru Ikeda
Keyword(s):  
Experimental Study ◽  
Seismic Performance ◽  
Bridge Piers ◽  
Steel Bridge ◽  
High Ductility
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