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作 者:陈超[1,2,3] 黄超 何炎平[1,2,3] 舒建华 陈鸣芳[1,2,3] CHEN Chao;HUANG Chao;HE Yanping;SHU Jianhua;CHEN Mingfang(State Key Laboratory of Ocean Engineering,Shanghai Jiao Tong University,Shanghai 200240,China;Collaborative Innovation Center for Advanced Ship and Deep Sea Exploration (CISSE),Shanghai 200240,China;School of Naval Architecture,Ocean & Civil Engineering,Shanghai Jiao Tong University,Shanghai 200240,China;SDC Waterway Construction Co.,Ltd.,Shanghai 200240,China)
机构地区:[1]上海交通大学海洋工程国家重点实验室,上海200240 [2]高新船舶与深海开发装备协同创新中心,上海200240 [3]上海交通大学船舶海洋与建筑工程学院,上海200240 [4]中交上航局航道建设有限公司,上海200240
出 处:《中国海洋平台》2019年第2期9-14,共6页China offshore Platform
摘 要:以某大型绞吸挖泥船为例,采用舾装数计算法和准静力分析法两种方法分别进行锚泊配置计算。结果显示,舾装数计算法选取所得的锚泊设备能够满足绞吸挖泥船的在10级风况下的锚泊定位需求,如需抵抗更高级别的台风则需根据准静力分析法得到锚链的最大张力,提高锚泊设备的配置。Taken a large cutter suction dredger as an example, outfitting number method and quasi static analysis method are carried out to calculate the mooring equipment, respectively. The result shows that the mooring equipment chosen by outfitting number method can only meet the needs of mooring positioning under the 10th typhoon. It is necessary to improve the configuration of anchoring equipment to resist typhoon of higher level according to the maximum mooring line tension obtained by the quasi static analysis method.
分 类 号:U674.31[交通运输工程—船舶及航道工程]
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