Ship & Boat ›› 2020, Vol. 31 ›› Issue (01): 133-140.DOI: 10.19423/j.cnki.31-1561/u.2020.01.133
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KONG Xiao-bing, ZHANG Hai-ying, ZHANG Ding
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孔小兵, 张海瑛, 张鼎
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Abstract: This paper aims at the structural design and optimization of the shear wall type lashing bridge for ultra large container ships. The structural design and optimization of the lashing bridge of a 20 000 TEU ultra the large container ship has been discussed based on the code of DNV·GL classification society. The influence of the shear wall layout and the form and size of openings in the shear wall on the structural performance of the lashing bridge are examined to provide reference for the structural design of the lashing bridge on the ultra large container ships.
Key words: lashing bridge, shear wall, structural strength, structural opening
摘要: 文章以超大型集装箱船剪力墙式绑扎桥结构设计及优化为目标,基于DNV·GL船级社规范对某20 000标准箱超大型集装箱船的绑扎桥进行结构设计及优化探讨,主要分析了剪力墙布置、剪力墙开孔区域的开孔形式和大小对结构性能的影响,可为超大型集装箱船绑扎桥结构设计提供参考。
关键词: 绑扎桥, 剪力墙, 结构强度, 结构开孔
CLC Number:
U662
U667
KONG Xiao-bing, ZHANG Hai-ying, ZHANG Ding. Structural Design and Optimization of Shear Wall Type Lashing Bridge for Ultra Large Container Ships[J]. Ship & Boat, 2020, 31(01): 133-140.
孔小兵, 张海瑛, 张鼎. 超大型集装箱船剪力墙式绑扎桥结构设计及优化探讨[J]. 船舶, 2020, 31(01): 133-140.
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URL: http://chuanbo.magtechjournal.com/EN/10.19423/j.cnki.31-1561/u.2020.01.133
http://chuanbo.magtechjournal.com/EN/Y2020/V31/I01/133