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Table 3 Reference input parameters

From: Displacement-based seismic performance of RC bridge pier

Author

IP1

IP2

IP3

IP4

IP5

IP6

IP7

IP8

IP9

IP10

IP11

Aamir Baig et al. 2022

 

fy

 

L/D

   

ρl

   

Abdallah and El-Salakawy 2022

c

  

L/D

     

P

 

Ali et al. 2018

    

Ø

 

dt

    

Anand and Satish Kumar 2018

     

s

    

ks

Barbosa 2015

 

fy

     

ρl

   

Cassese et al. 2019

   

L/D

       

Ding et al. 2021

c

fy

r

    

ρl

dl

P

 

Afsar Dizaj and Kashani 2020

   

L/D

Ø

s

dt

ρl

dl

  

Fu et al. 2022

 

fy

r

     

dl

  

Hung et al. 2011

          

ks

Jiao et al. 2019

   

L/D

       

Kashani et al. 2019

     

s

     

Kehila and Remki 2015

         

P

 

Pang and Li 2018

c

fy

   

s

 

ρl

 

P

 

Park et al. 2020

c

        

P

 

Ren et al. 2022

           

Shelman and Sritharan 2014

     

s

     

Su et al. 2015

     

s

  

dl

  

Su et al. 2017a, b

 

fy

         

Su et al. 2019

c

fy

         

Su et al. 2020

 

fy

     

ρl

   

Su et al. 2021

 

fy

         

Todorov and Billah 2021

   

L/D

       

Tran et al. 2020

   

L/D

       

Xiamuxi et al. 2019

    

Ø

s

  

dl

  

Zignago and Barbato 2019

   

L/D

 

s

     
  1. c: concrete compressive strength; fy: yield stress of reinforcing steel; r: concrete cover thickness; L/D: pier aspect ratio; Ø: configuration of the transverse reinforcement; s: spacing of the transverse reinforcing steel; dt: transversal diameter of the transverse reinforcing steel; ρl: longitudinal reinforcement ratio; dl: transversal diameter of the longitudinal reinforcing steel; P: axial load ratio; ks: coefficient of subgrade reaction or ballast coefficient