Centrifuge Modeling of Vessel Impact on Bridge Fender Systems

2021 ◽  
Vol 147 (5) ◽  
pp. 04021015
Author(s):  
L. M. Chu ◽  
W. J. Lu ◽  
L. M. Zhang
2013 ◽  
Vol 479-480 ◽  
pp. 1139-1143
Author(s):  
Wen Yi Hung ◽  
Chung Jung Lee ◽  
Wen Ya Chung ◽  
Chen Hui Tsai ◽  
Ting Chen ◽  
...  

Dramatic failure of pile foundations caused by the soil liquefaction was founded leading to many studies for investigating the seismic behavior of pile. The failures were often accompanied with settlement, lateral displacement and tilting of superstructures. Therefore soil-structure interaction effects must be properly considered in the pile design. Two tests by using the centrifuge shaking table were conducted at an acceleration field of 80 g to investigate the seismic response of piles attached with different tip mass and embedded in liquefied or non-liquefied deposits during shaking. It was found that the maximum bending moment of pile occurs at the depth of 4 m and 5 m for dry sand and saturated sand models, respectively. The more tip mass leads to the more lateral displacement of pile head and the more residual bending moment.


2019 ◽  
Vol 260 ◽  
pp. 105213 ◽  
Author(s):  
Yan-Guo Zhou ◽  
Di Meng ◽  
Qiang Ma ◽  
Bo Huang ◽  
Dao-Sheng Ling ◽  
...  

1984 ◽  
Vol 18 (5) ◽  
pp. 931-935 ◽  
Author(s):  
Kenneth N. Derucher
Keyword(s):  

2014 ◽  
Vol 28 (2) ◽  
pp. 163-180
Author(s):  
Qiang Luo ◽  
Mao-tian Luan ◽  
Yun-ming Yang ◽  
Zhong-tao Wang ◽  
Shou-zheng Zhao

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