EXPERIMENTAL STUDY ON A COUNTERMEASURE FOR REDUCING TSUNAMI WAVE FORCE ACTING ON SUPERSTRUCTURE OF BRIDGES

Author(s):  
Guangfeng ZHANG ◽  
Toshihiro USUI ◽  
Jun-ichi HOSHIKUMA
2016 ◽  
Vol 72 (2) ◽  
pp. I_1075-I_1080
Author(s):  
Shigeki SAKAKIBARA ◽  
Shunji SUNAHARA ◽  
Hiromichi TANAKA ◽  
Ikuo ABE ◽  
Masayoshi KUBO ◽  
...  

2021 ◽  
Vol 145 (0) ◽  
pp. 1-11
Author(s):  
Shigeki SAKAKIBARA ◽  
Shunji SUNAHARA ◽  
Ikuo ABE ◽  
Masayoshi KUBO ◽  
Masanori TSUGANE

2014 ◽  
Vol 70 (2) ◽  
pp. I_390-I_395
Author(s):  
Seiya SUENAGA ◽  
Nobuyuki IWAMAE ◽  
Tsuyoshi IKEYA ◽  
Yoshinobu AKIYAMA ◽  
Tomokazu TATENO ◽  
...  

Author(s):  
Susumu ARAKI ◽  
Tomohiro FURUSE ◽  
Shun IWASAKI ◽  
Wataru KUNIMATSU ◽  
Shin-ichi AOKI
Keyword(s):  

1994 ◽  
Vol 10 ◽  
pp. 277-282 ◽  
Author(s):  
Yasumasa Suzuki ◽  
Tetsuya Hiraishi ◽  
Yasuhiro Tomita

2015 ◽  
Vol 15 (1) ◽  
pp. 39-52 ◽  
Author(s):  
Hong Xiong ◽  
Jianmin Yang ◽  
Xinliang Tian

Author(s):  
Jing Zhang ◽  
Qin Liu ◽  
Xing Hua Shi ◽  
C. Guedes Soares

As the offshore fixed wind turbine developed, more ones will be installed in the sea field with the depth 15–50 meters. Wave force will be one of the main forces that dominate the design of the wind turbine base, which is calculated using the Morison equation traditionally. This method can predict the wave forces for the small cylinders if the drag and inertia coefficients are obtained accurately. This paper will give a series scaled tests of monopile and jacket type base of the offshore wind turbine in tank to study the nonlinear wave loads.


2015 ◽  
Vol 71 (2) ◽  
pp. I_569-I_574
Author(s):  
Tsuyoshi IKEYA ◽  
Seiya SUENAGA ◽  
Takako FUKUYAMA ◽  
Yoshinobu AKIYAMA ◽  
Tomokazu TATENO ◽  
...  
Keyword(s):  

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