Numerical Investigation of Residual Strength and Energy Dissipation Capacities of Corroded Bridge Members Under Earthquake Loading

2012 ◽  
Vol 17 (2) ◽  
pp. 171-186 ◽  
Author(s):  
J. M. R. S. Appuhamy ◽  
M. Ohga ◽  
P. Chun ◽  
P. B. R. Dissanayake
2021 ◽  
Author(s):  
Zehua Bao ◽  
Xueqi Zhong ◽  
Jianzhong Li

<p>In recent years, hybrid rocking columns have drawn more and more interests from researchers, due to their self-centering capacity. The energy-dissipation bars, which are generally applied at the rocking joints of hybrid rocking columns, could improve their energy dissipation capacities. Thus, the reasonable reinforcement ratio of energy-dissipation bars is much required for engineering applications. To determine the reasonable reinforcement ratio of energy-dissipation bars, a numerical investigation is conducted in this paper based on nonlinear time-history analysis. The analysis results show that a reasonable reinforcement ratio of energy-dissipation bars can effectively reduce seismic displacements of the hybrid rocking columns, without excessive residual deformations. Further, the reasonable reinforcement ratio of energy-dissipation bars for hybrid rocking columns with different periods is proposed in this paper.</p>


2016 ◽  
Vol 21 (2) ◽  
pp. 177-198
Author(s):  
Hanen Jrad ◽  
Jean Luc Dion ◽  
Franck Renaud ◽  
Imad Tawfiq ◽  
Mohamed Haddar

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