scholarly journals SEISMIC DESIGN OF REINFORCING PILES FOR AN EXISTING BRIDGE PIER

2009 ◽  
Vol 65 (1) ◽  
pp. 255-266
Author(s):  
Takeshi KOIKE ◽  
Toshio IMAI
Keyword(s):  
2021 ◽  
pp. 1005-1019
Author(s):  
Sherif M. Shaaban Osman ◽  
Saif Aldabagh ◽  
M. Shahria Alam ◽  
Shamim A. Sheikh

2021 ◽  
Vol 2021 ◽  
pp. 1-12
Author(s):  
Huixing Gao ◽  
Yang Song ◽  
Wenting Yuan ◽  
Hongxu Lu ◽  
Shuo Cao

This paper aims to study the deformational behaviour of tensile-type viscoelastic dampers under different earthquake excitation directions. A method for calculating the corresponding equivalent additional stiffness and damping of a self-centring-segment bridge pier is derived. Using the displacement-based seismic design method, a design method for self-centring-segment bridge piers with tensile-type viscoelastic dampers is proposed. Using the proposed method, a self-centring-segment bridge pier is designed. Based on dynamic analysis of the finite element model by OpenSees, the effectiveness of the proposed seismic design method is validated.


1997 ◽  
pp. 297-304
Author(s):  
Akinori Nakajima ◽  
Daisuke Miyama ◽  
Hisanori Otsuka ◽  
Takashi Sato ◽  
Motoyuki Suzuki

PCI Journal ◽  
2005 ◽  
Vol 50 (6) ◽  
pp. 14-31 ◽  
Author(s):  
Robert B. Fleischman ◽  
S.K. Ghosh ◽  
Clay J. Naito ◽  
Ge Wan ◽  
José Restrepo ◽  
...  

PCI Journal ◽  
2008 ◽  
Vol 53 (5) ◽  
pp. 40-53 ◽  
Author(s):  
Andrew Budek-Schmeisser ◽  
Gianmario Benzoni

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