scholarly journals EVALUATION OF SEISMIC PERFORMANCE OF A CIRCULAR REINFORCED CONCRETE BRIDGE COLUMN DESIGNED IN ACCORDANCE WITH THE CURRENT DESIGN CODE BASED ON E-DEFENSE EXCITATION

2010 ◽  
Vol 66 (2) ◽  
pp. 324-343 ◽  
Author(s):  
Kazhiko KAWASHIMA ◽  
Tomohiro SASAKI ◽  
Hiromichi UKON ◽  
Koichi KAJIWARA ◽  
Shigeki UNJOH ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Performance ◽  
Concrete Bridge ◽  
Design Code ◽  
Reinforced Concrete Bridge ◽  
Bridge Column ◽  
Current Design

scholarly journals SEISMIC PERFORMANCE OF A FLEXURAL FAILURE TYPE REINFORCED CONCRETE BRIDGE COLUMN BASED ON E-DEFENSE EXCITATION

2009 ◽  
Vol 65 (2) ◽  
pp. 267-285 ◽  
Author(s):  
Kazuhiko KAWASHIMA ◽  
Tomohiro SASAKI ◽  
Koichi KAJIWARA ◽  
Hiromichi UKON ◽  
Shigeki UNJOH ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Performance ◽  
Concrete Bridge ◽  
Failure Type ◽  
Reinforced Concrete Bridge ◽  
Flexural Failure ◽  
Bridge Column

scholarly journals SEISMIC PERFORMANCE OF A FLEXURAL FAILURE TYPE REINFORCED CONCRETE BRIDGE COLUMN BASED ON E-DEFENSE EXCITATION

2009 ◽  
Vol 26 (1) ◽  
pp. 28s-46s
Author(s):  
Kazuhiko KAWASHIMA ◽  
Tomohiro SASAKI ◽  
Koichi KAJIWARA ◽  
Hiromichi UKON ◽  
Shigeki UNJOH ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Performance ◽  
Concrete Bridge ◽  
Failure Type ◽  
Reinforced Concrete Bridge ◽  
Flexural Failure ◽  
Bridge Column

scholarly journals The seismic performance of steel encased reinforced concrete bridge piles

1983 ◽  
Vol 16 (2) ◽  
pp. 123-140
Author(s):  
R. J. T. Park ◽  
M. J. N. Priestley ◽  
W. R. Walpole
Keyword(s):  
Reinforced Concrete ◽  
Seismic Performance ◽  
Theoretical Investigation ◽  
Axial Load ◽  
Lateral Displacement ◽  
Load Level ◽  
Concrete Bridge ◽  
Reinforced Concrete Bridge ◽  
Outside Diameter ◽  
Good Agreement

An experimental and theoretical investigation into the seismic performance of steel encased reinforced concrete bridge piles is described. Six test units were designed, constructed and tested
under cyclic lateral displacement-controlled loading. The units had
an outside diameter of 360 mm and a steel casing thickness of 5 mm. Variables included the axial load level, inclusion or exclusion of internal reinforcing cages, and the influence of the casing continuity at he critical flexural sections. Sound seismic performance was observed in all of the models and good agreement between predicted and observed ultimate behaviour was obtained.

Seismic performance and retrofit of reinforced concrete bridge bents

2001 ◽  
Author(s):  
Claudia Pulido ◽  
Mehdi Saiidi ◽  
David H. Sanders ◽  
Ahmad M. Itani
Keyword(s):  
Reinforced Concrete ◽  
Seismic Performance ◽  
Concrete Bridge ◽  
Reinforced Concrete Bridge ◽  
Bridge Bents
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