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121.
122.
Naoya Umeda Akihiko Matsuda Masami Hamamoto Shiro Suzuki 《Journal of Marine Science and Technology》1999,4(2):45-57
A systematic method for assessing intact ship stability with a free-running model in a seakeeping and maneuvering basin is
proposed in this paper. Model experiments were carried out in extremely steep regular waves for a model drifting, running
in head seas, and quartering seas. This method was applied to two purse seiners, and efficiently identified thresholds in
metacentric heights for capsizing of these ships. These capsizing thresholds are compared with requirements of the IMO Code
on Intact Stability. This series of model experiments also confirms that capsizing at the threshold occurs only in quartering
seas, and shows that capsizing is caused by broaching, loss of stability on a wave crest, or bow diving.
Received for publication on Jan. 20, 1999; accepted on July 6, 1999 相似文献
123.
Seaport operations are highly important for industries which rely heavily on imports and exports. A reliable evaluation of port risks is essential to govern the normal running of seaborne transportation and thus the industrial economies. The occurrence of a breakdown in the trade facilitators, such as ports, will disrupt the smooth flow of supply chains for the industries. The estimation of the economic loss for an industry when a port gets disrupted is a challenging task as the relationship between the port and industry clusters is complex. This study aims to develop a systematic framework for performing economic loss estimation of industry clusters due to port disruptions. The whole risk assessment is split into three stages focusing on the establishment of a network flow model, economic estimations and evaluating risk mitigation strategies. The proposed idea is demonstrated by a case study on Shenzhen port and its related manufacturing industries. A dynamic inventory control strategy used by manufacturers is found to be beneficial for mitigating port disruption risks. 相似文献
124.
衬砌脱空雷达波数值模拟与定量解释 总被引:3,自引:0,他引:3
地质雷达是隧道衬砌脱空病害检测主要方法,常规探测理论是以菲涅尔带半径为最终空间分辨率,小于该半径的脱空不能识别,而大于该半径的脱空在定量解释上也存在困难。针对隧道脱空检测常用900 MHz天线,采用时域有限差分对不同脱空量的模型进行雷达波数字模拟计算,并合成雷达记录剖面。在分析脱空区域顶、底反射叠加波形特征及振幅变化的基础上,给出不同脱空量模型的波形双峰极值点幅度变化规律,提出基于极值点振幅比反演脱空量的解释策略,并给出反演结果的拟合算法。该策略不仅为脱空区脱空量分析提供一条途经,同时为地质雷达在脱空定量解释方面提供有效的技术手段。 相似文献
125.
126.
三峡库区船舶碰撞能量损失方法的研究 总被引:1,自引:0,他引:1
采用外部碰撞力学方法计算2艘2 000 t级化学品船以不同速度,不同碰撞角,在不同碰撞点相撞后的能量损失,并利用显示动力有限元软件LS_DYNA模拟2艘化学品船在能量损失最大情况下碰撞的响应. 相似文献
127.
张雁平 《辽宁省交通高等专科学校学报》2011,13(1):4-9
大连铁龙动力院景B区部分建筑物地基土加固处理采用强夯置换法,经加固处理后复合地基承载力特征值及变形均满足建筑物荷载要求。现对地基加固处理方法的选择及施工进行概括性总结、分析,供同行参考。 相似文献
128.
Based on a shield-driven running tunnel project of Hangzhou Metro Line 2, this paper carries out field measuring of the ground surface deformation caused by two different shield machines in double-tube tunnelling in soft soil areas, obtains the laws of the surface deformation caused by shield-driven double-tube tunnelling and verifies the applicability of the modified Peck formula to double-tube tunnelling. The results show that in soft soil areas the impacts on ground surface deformation caused by different shield construction parameters in the previously and subsequently excavated tunnels are different, while the surface deformation changes sharply before and after the shield machine passing through the cutting face, and a rebound phenomenon occurs when the shield tail passes through the cutting face due to the influence of the grouting; The cutterhead torque of the shield machine in soft soil areas can be composed of five calculation factors, and the calculation results are in good agreement with the measured values. The larger the opening rate of the shield cutterhead is, the larger the average torque value will be, the higher the percentage of large ground loss rate will be, and the larger the maximum ground surface settlement will be; The ratio of cutterhead torque T to mucking volume per ring Q is used as the control parameter for analyzing the ground surface settlement, and a certain positive correlation between the ratio and the surface settlement value is determined, the smaller the cutterhead opening rate is, the more accurate the fitting results will be. © 2022, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
129.
130.
盐渍土机场地基处理研究 总被引:1,自引:0,他引:1
概述盐渍土的工程危害,得出道面下水盐运动所导致的盐分、水分迁移是造成盐渍土地区机场的迅速破坏的原因,并对盐渍土地区机场与公路差异进行了比较,在总结目前常用的处理方法的基础上,结合机场特殊性探讨了适合机场的处理办法。 相似文献