Study on seismic behavior of a self-centering railway bridge pier with sacrificial components

Structures ◽  
2022 ◽  
Vol 35 ◽  
pp. 958-967
Author(s):  
Feng Xu ◽  
Xiyin Zhang ◽  
Xiushen Xia ◽  
Jun Shi
Keyword(s):  
Seismic Behavior ◽  
Bridge Pier ◽  
Railway Bridge

Shaking table test of a novel railway bridge pier with replaceable components

2021 ◽  
Vol 232 ◽  
pp. 111808
Author(s):  
Xiushen Xia ◽  
Xiyin Zhang ◽  
Jinbo Wang
Keyword(s):  
Shaking Table Test ◽  
Bridge Pier ◽  
Shaking Table ◽  
Railway Bridge

Experimental Study on Seismic Behavior of a New Type of Bridge Pier

ICCTP 2010 ◽  
2010 ◽  
Author(s):  
Hua Zang ◽  
Zhao Liu ◽  
Yong-ming Tu ◽  
Yun-mei Meng
Keyword(s):  
Experimental Study ◽  
Seismic Behavior ◽  
Bridge Pier ◽  
New Type

Seismic Behavior of a Concrete/Steel Integral Bridge Pier System

2005 ◽  
Vol 131 (7) ◽  
pp. 1083-1094 ◽  
Author(s):  
Sri Sritharan ◽  
Justin Vander Werff ◽  
Robert E. Abendroth ◽  
Wagdy G. Wassef ◽  
Lowell F. Greimann
Keyword(s):  
Seismic Behavior ◽  
Bridge Pier ◽  
Integral Bridge

Dual-Hazard Blast and Seismic Behavior of Concrete-Filled Double-Skin Steel Tubes Bridge Pier

2017 ◽  
Vol 143 (12) ◽  
pp. 04017155 ◽  
Author(s):  
P. Fouché ◽  
M. Bruneau ◽  
V. Chiarito
Keyword(s):  
Seismic Behavior ◽  
Bridge Pier ◽  
Steel Tubes ◽  
Double Skin

scholarly journals Seismic Performance of Steel Box Bridge Piers with Earthquake-Resilient Function

2020 ◽  
Vol 2020 ◽  
pp. 1-24
Author(s):  
Haifeng Li ◽  
Wenwei Luo ◽  
Jun Luo
Keyword(s):  
Energy Dissipation ◽  
Bearing Capacity ◽  
Seismic Performance ◽  
Seismic Behavior ◽  
Bridge Pier ◽  
Steel Bridge ◽  
Deformation Capacity ◽  
The Novel ◽  
Seismic Capacity ◽  
Energy Dissipated

A novel steel box bridge pier with replaceable energy dissipation wall plates at the base was proposed. After moderate earthquakes, the damaged energy dissipation wall plates and constraining steel plates on the two sides could be rapidly replaced, while the entire energy-dissipated column at the base can also be replaced after rare earthquakes. In this way, the seismic capacity of the new type of steel box bridge pier could be restored after earthquakes. For the purpose of discussing the seismic performance of this novel steel box-shaped bridge pier, the pseudostatic test and numerical simulation were performed. The results showed that the failure of the specimens in the pseudostatic tests occurred predominantly in the energy dissipation zone at the base. After replacing the damaged energy-dissipated column at the base, the seismic behavior of the proposed steel bridge pier can be recovered rapidly. Axial compression ratio is an important factor influencing the seismic behavior of the novel steel box bridge pier. The strength of the energy dissipation wall plates influences the novel steel box-shaped bridge pier’s bearing capacity and deformation capacity. Spacing between the horizontal stiffening ribs had little impact on the bearing capacity and deformation capacity of the proposed steel bridge pier. The larger the thickness of the energy dissipation wall plate, the higher the bearing capacity and deformation capacity of the steel box bridge pier. Finally, an empirical equation for the design of this novel steel bridge pier under cyclic loading was proposed.

Experimental investigation on seismic behavior of scoured bridge pier with pile foundation

2014 ◽  
Vol 44 (6) ◽  
pp. 849-864 ◽  
Author(s):  
Shiou-Chun Wang ◽  
Kuang-Yen Liu ◽  
Chia-Han Chen ◽  
Kuo-Chun Chang
Keyword(s):  
Experimental Investigation ◽  
Pile Foundation ◽  
Seismic Behavior ◽  
Bridge Pier

scholarly journals SEISMIC BEHAVIOR OF A GROUPED-PILES SUPPORTED BRIDGE PIER

1987 ◽  
Vol 19 ◽  
pp. 285-288
Author(s):  
Hirokazu Takemiya ◽  
Takashi Tazoh ◽  
Katsumi Shimizu
Keyword(s):  
Seismic Behavior ◽  
Bridge Pier

Quasi-static test of the gravity railway bridge pier with a novel preventative seismic strengthening technique

Structures ◽  
2022 ◽  
Vol 35 ◽  
pp. 68-81
Author(s):  
Zhengnan Liu ◽  
Xingchong Chen ◽  
Mingbo Ding ◽  
Xiyin Zhang ◽  
Jinhua Lu
Keyword(s):  
Bridge Pier ◽  
Railway Bridge ◽  
Seismic Strengthening ◽  
Static Test ◽  
Strengthening Technique
Sign in / Sign up

Export Citation Format

Share Document