Numerical analysis and experimental study on the scaled model of a container ship lashing bridge

2020 ◽  
Vol 201 ◽  
pp. 107095
Author(s):  
Chuntong Li ◽  
Deyu Wang ◽  
Jiaqi Liu
2021 ◽  
pp. 118174
Author(s):  
Anqun Wang ◽  
Jun Chen ◽  
Li Wang ◽  
Junlei Han ◽  
Weiguang Su ◽  
...  

2015 ◽  
Vol 27 (7) ◽  
pp. 76003
Author(s):  
赵丽霞 Zhao Lixia ◽  
吕明邦 Lü Mingbang ◽  
张翔 Zhang Xiang ◽  
于海燕 Yu Haiyan ◽  
姚庆高 Yao Qinggao ◽  
...  

2010 ◽  
Vol 24 (3) ◽  
pp. 589-597 ◽  
Author(s):  
Toshiyuki Suzuki ◽  
Kazuhisa Fujita ◽  
Takeharu Sakai

Author(s):  
Hamid Alemi Ardakani ◽  
Mohammad Javad Ketabdari

Among the compliant platforms, TLP is a vertically moored structure with excess buoyancy, used for deep water oil exploration. In this structure tethers can be tensioned to such an extent that heave, roll and pitch motions of the platform induced by ocean waves are virtually eliminated. SeaStar is new generation of mini tension leg platforms which is similar to a spar and has favorable response features of a TLP. This paper illustrates the results of experimental work performed on a 1/100 scaled model of SeaStar TLP in a wave flume. The study refers to the induced tension in different tendons of the model and the motion response behaviour of the model on different degrees of freedom under several directional impinging random water waves. The results are presented in the frequency domain and the response amplitude operator for each motion of the platform has been calculated.


Author(s):  
Daniel Cueva ◽  
Marcos Donato ◽  
Fernando Torres ◽  
Felipe Campos ◽  
Jose A. Ferrari ◽  
...  

After the boom of converted floating, production, storage and offloading systems, based on the old VLCC design, many engineering institutes started thinking about optimum dimension for new units. However, these new FPSOs designs carried out worldwide concerns about good seakeeping behavior when considering general weather conditions, in order to apply their project to different locations around the globe. Analyzing the Brazilian specific conditions, it was verified that, considering waves, current and wind characteristics, the dimension proportions found in the projected units were not the best options, mostly because of the swell waves influence. Thus, in a cooperative project between University of Sao Paulo and PETROBRAS, the best dimensions for a specific case were studied, based on real premises from Campos Basin. During the study, the roll motion, which usually creates operational limits during hard environmental conditions, was focused. It was possible not only to evaluate the best breath and draught relations, but also the inclusion of a structured skirt in the ship bilge. The influence of different shapes in the ship’s bow and stern were also evaluated, showing interesting results regarding the forces applied on the vessel. All the analyses were conducted considering numerical analysis, and the final dimensions were applied to a scaled model, which allowed to verify the real behavior of the projected unit in a test basin. As a conclusion, it was possible to define an optimized hull for the PETROBRAS premises, giving them a real design to be used in future explorations.


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