原型观测试验下平均越浪量的计算公式

多种平均越浪量的计算公式均基于物模试验研究得到,而缺少现场原型越浪数据的验证。基于横沙东滩促淤圈围五期工程允许越浪原型观测试验项目,整理出可供研究的实测数据。运用图表统计、因子分析和无量纲化的方法,对Van der Meer公式和海堤工程设计规范公式所考虑的各类因素进行分析和比选,并对两公式分别做出评价。结果表明,Van der Meer公式计算值较实测值偏小,海堤工程设计规范公式计算值与实测值较为吻合,后者基本可以满足上海地区斜坡堤波浪正向入射情况下平均越浪量计算的需要。     

基于CSR浅谈30万吨级超大型油船的机舱设计

世界油运市场对超大型油船（VLCC）的需求非常迫切。油船共同结构规范（CSR）对VLCC结构设计的影响是全面和系统的。加之MARPOL 12A条款要求对燃油舱设置双壳保护,给机舱的结构设计增加了难度。该文以308000吨VLCC为例,对基于CSR的VLCC的机舱设计进行了研究,对燃油舱的双壳保护、内壳折角和甲板上浪等技术问题进行了分析,初步阐明了CSR对VLCC机舱设计的影响。     

散货船共同结构规范设计应用中常见问题探讨

通过对散货船共同结构规范（CSR）的设计应用研究,对散货船共同结构规范在船舶结构设计应用中的若干问题进行了探讨,总结该规范与以往规范的一些不同之处,指出应用该规范进行船舶设计时应注意的一些问题,提出自己对规范的理解和看法,并结合实船进行了对比研究。     

满足油船共同结构规范的船底砰击加强分析

共同结构规范(CSR)对油船船底砰击的结构评估提出了明确而严格的要求,通过对规范条款的分析,归纳总结了CSR对船底砰击加强的具体要求,阐述了有效控制砰击、加强结构重量的手段。并以某Aframax型油船为例,从结构重量和施工工艺两方面,对抵御砰击压力的船底结构进行不同加强方案的比较分析。     

支持向量机和遗传算法组合策略的VLCC船中结构优化设计(英文)

In this paper a hybrid process of modeling and optimization,which integrates a support vector machine(SVM) and genetic algorithm(GA),was introduced to reduce the high time cost in structural optimization of ships.SVM,which is rooted in statistical learning theory and an approximate implementation of the method of structural risk minimization,can provide a good generalization performance in metamodeling the input-output relationship of real problems and consequently cuts down on high time cost in the analysis of real problems,such as FEM analysis.The GA,as a powerful optimization technique,possesses remarkable advantages for the problems that can hardly be optimized with common gradient-based optimization methods,which makes it suitable for optimizing models built by SVM.Based on the SVM-GA strategy,optimization of structural scantlings in the midship of a very large crude carrier(VLCC) ship was carried out according to the direct strength assessment method in common structural rules(CSR),which eventually demonstrates the high efficiency of SVM-GA in optimizing the ship structural scantlings under heavy computational complexity.The time cost of this optimization with SVM-GA has been sharply reduced,many more loops have been processed within a small amount of time and the design has been improved remarkably.     

基于CSR-H与CSR的极限强度对比分析

基于协调版共同规范（CSR-H）与共同规范（CSR）,对一型散货船和一型油船极限强度进行评估研究。通过建模分析、载荷计算、结果评估等方面的对比分析,总结出CSR-H与CSR极限强度的变化规律,对今后的设计工作具有指导意义。     

协调版共同结构规范对船体局部支撑构件的影响分析

IMO GBS框架下的协调版共同结构规范（CSR-H）对船舶结构设计提出新的要求。文章分析CSR-H和CSR对散货船和油船局部支撑构件（包括板与扶强材）的规范要求差异,并针对典型CSR散货船和CSR油船进行CSR-H符合性验证计算,初步归纳CSR-H对船体局部支撑构件的影响规律,可为CSR-H的研究和应用提供参考。     

Evaluation of ultimate strength of stiffened panels under longitudinal thrust

A series of collapse analyses is performed applying nonlinear FEM on stiffened panels subjected to longitudinal thrust. MSC.Marc is used. Numbers, types and sizes of stiffeners are varied and so slenderness ratio as well as aspect ratio of local panels partitioned by stiffeners keeping the spacing between adjacent longitudinal stiffeners the same. Initial deflection of a thin-horse mode is imposed on local panels and that of flexural buckling and tripping modes on stiffeners to represent actual initial deflection in stiffened panels in ship structures. On the basis of the calculated results, buckling/plastic collapse behaviour of stiffened panels under longitudinal thrust is investigated. The calculated ultimate strength are compared with those obtained by applying several existing methods such as CSR for bulk carriers and PULS. Simple formulas for stiffened panels, of which collapse is dominated fundamentally by the collapse of local panels between longitudinal stiffeners, are also examined if they accurately estimate the ultimate strength. Through comparison of the estimated results with the FEM results, it has been concluded that PULS and modified FYH formulas fundamentally give good estimation of the ultimate strength of stiffened panels under longitudinal thrust.     

应用斜桩实用公式计算高桩刚性桩台桩力影响线

应用桥梁承台斜桩实用公式法推导出刚性桩台桩力影响线的计算公式,并应用于港口工程高桩刚性桩台桩力影响线的计算,其结果完全能满足工程设计要求。该公式简单、实用、方便,可供设计人员结构设计时参考。     

Prediction of hull girder moment-carrying capacity using kinematic displacement theory

The hull girder moment capacity of a very large crude oil carrier (VLCC) called Energy Concentration (EC), for which many benchmark studies have been carried out using the simple progressive collapse method (SPCM), is predicted. In this study, three approaches are used to represent the load-shortening behavior, so-called average compressive strength, of a stiffened panel, comprising the hull section: 1) kinematic displacement theory (KDT); 2) nonlinear finite element analysis (FEA); and 3) simple formulas in the common structural rule (CSR) for tankers. Load-shortening curves for various kinds of stiffened panels in EC are compared for five different scenarios with variations of load-shortening approaches and initial imperfections. In order to verify the effect of load-shortening on the prediction accuracy of the hull girder moment-carrying capacity, load-shortening curves are imported into an SPCM-based in-house program called Ultimate Moment Analysis of Damaged Ships (UMADS). Comparison of the hull girder ultimate strength for general heeling conditions, including hogging and sagging conditions, reveals that the load-shortening curves significantly affect the hull girder moment-carrying capacities. Based on our comparison of these capacities with other benchmark results, it is concluded that nonlinear FEA provided the most conservative results, KDT provided the second most conservative results, and the CSR formulas predicted the upper bound.