抗冰导管架平台动力特性分析

目前的抗冰导管架平台结构设计主要是考虑极限冰力引起的破坏,尚未形成基于动冰力响应分析的结构设计。为了更好研究冰荷载、冰激振动机理以及提出合理的概念设计,冰荷载下抗冰导管架结构的动力特性分析是十分必要的。基于现场冰与导管架结构相互作用的多年观测以及数值模拟研究,分析渤海辽东湾典型导管架结构在交变冰力作用下的动力特性,提出了适于冰荷载研究与抗冰导管架结构概念设计、分析的简化力学模型,解释柔性抗冰导管架结构动力效应显著的原因。     

表层系列采泥器生产过程中的工艺设计和工艺保障

本文主要介绍了三种系列采泥器在加工生产过程中的工艺设计及工艺保障。     

海上构筑物用海存在的问题及管理政策建议

随着社会经济的发展和海洋资源开发利用水平的提高,海上人工构筑物呈现种类、数量和规模都迅速增长的态势。但目前我国大部分海上构筑物尚未纳入统一的管理体系,导致管理权限不清和管理环节缺位。文章分析我国海上构筑物管理的现状和存在的问题,从海洋管理实践出发,对海上构筑物管理进行有益探索,提出在协调众多涉海部门的基础上,从审批、登记、竣工验收、弃置管理、事中事后监管等方面,解决最紧迫的管理需求,先易后难地完善海上构筑物管理的缺位环节,逐步建立和完善海上构筑物管理制度体系,更好地服务于海洋经济建设。     

冰对锥体结构作用力的预测模型分析

通过对作用在锥体结构上的各种静冰力预测模型的介绍,根据大量实验室模拟测试数据,运用直方图对比、无量纲效应分析及统计分析等手段,对有关静冰力计算公式进行了全面分析与确认.所采用的分析方法为我国渤海辽东湾JZ20-2平台原型冰荷载测试数据与预测模型的比较,为利用原型观测数据建立适合于我国渤海环境条件下冰对锥体结构作用力预测模型,提供了有效的技术手段,同时也为有冰海域结构物的可靠性分析提供了各统计量有价值的参考数据.     

The design of transducers and arrays for underwater datatransmission

Consideration is given to the design of underwater acoustic projector transducers for communication purposes. Particular interest is focused upon broadband designs which provide the potential for high data-rate communication. The author introduces the underlying physics of sound propagation in solid-bar and disc structures typically used for manufacturing underwater acoustic transducers. The variability of sound speed with bar dimensions, in bar resonators, is discussed. Consideration is given to the nature and identification of different modal states in such structures. The possibilities and limitations in modeling and design are reviewed. An examination is made of several specific designs, including thin-disc and broadband high-frequency transducers as well as piston and tonpilz structures modified electrically and mechanically to produce broad, controlled passband responses. A variety of more exotic structures is also included. Attention is given to arrays of transducers and, particularly, to the problems involved in overcoming element interaction and inadequacies in element behavior     

南黄海区域地质构造研究进展

介绍了近年来南黄海及邻域区域地质构造的研究成果,针对海区各断裂带的位置、延伸程度,中朝与扬子块体、扬子与华南块体的结合带等方面存在的问题,就如何进一步开展区域地质研究工作做了探讨。     

Modern Horizontal Movements in the Zones of Strong and Moderate Earthquakes of the Early 21st Century in the Central Sector of the Greater Caucasus: Characteristics Inferred from GPS Observations and Connection with Neotectonics and Deep Structure of the Earth’s Crust

Izvestiya, Atmospheric and Oceanic Physics - Analysis of GPS-measurements made for the first time along the geodesic profile crossing all the main geological structures in the Ossetian region of...     

沿海砼结构耐久性问题研究现状与对策

混凝土耐久性能不良引起的适用性、安全性问题以及由此引发的环境、能源、经济问题在全球范围内已引起广泛的关注.而沿海城市经济的飞速发展和大规模的开发海洋资源使得混凝土结构面临严峻的海洋环境的挑战.因此,了解沿海混凝土结构耐久性问题的研究现状与对策具有十分重要的现实意义.综合分析了沿海砼结构性能退化的原因及解决办法并在此基础上指出进一步研究的可能方向.     

光纤传感腐蚀监测研究

通过化学、物理的方法用金属敏感膜取代光纤的原始包层监测海洋环境中金属结构物的腐蚀状况。通过腐蚀前后光功率的变化表征腐蚀的发生和发展。     

The new wave overtopping database for coastal structures

Significant effort has been made to generate a homogeneous database on wave overtopping consisting of more than 10,000 irregular wave overtopping tests from more than 160 independent projects or test series, each described by means of 31 parameters. Many coastal structures, including dikes, rubble mound breakwaters, berm breakwaters, caisson structures and combinations have been considered and have been schematised for inclusion in the database. All these overtopping tests are represented by over 300,000 numbers in the database.     

Influences of wave stretching on the response of wave-excited offshore platforms

Critical examinations are reported for the effects of wave stretching on realistic representations of the wave forces that act on offshore structures. Examinations are also made for the importance of such effects on the corresponding structural responses, and it is demonstrated that the effects of stretching on the governing wave forces and the resulting structural responses are small, indicating that they can be ignored in design practice. Valuable insight is further provided into the definition of the wave excitation, and physical interpretations are made which show that the actions of stretching cannot materially influence the governing excitation and the corresponding structural response.     

格型钢板桩结构数值建模方法研究

针对格型钢板桩结构的三种建模方法(考虑板桩间铰接特性,用壳体单元模拟板桩的有限元模型;不考虑板桩间铰接特性,用壳体单元模拟板桩的有限元模型;将格体看做一个整体,用实体单元模拟板桩的有限元模型)进行分析,对各种建模方法得出的关于稳定性、破坏模式、格体环向应力、格体内外土体压力的相关结论进行比较,得到适合工程应用的建模方法。结果表明:三种有限元模型中,考虑板桩间铰接特性的壳体单元模型,因其考虑因素全面,是最准确的模型。对于重要工程,应采用考虑板桩间铰接特性的壳体单元模型进行计算。对于一般工程结构,在稳定性分析方面,三种有限元模型都很适用,由于壳体单元模型收敛性较差,建议采用比较成熟的实体单元模型进行简化;对于破坏模式和板桩间环向应力,建议采用不考虑板桩间铰接作用的壳体单元模型进行简化;对于结构背浪侧格型钢板桩结构格体外侧土体最大被动土压力和格内土体压力,采用不考虑板桩间铰接特性的壳体单元模型进行估算。结论对工程数值建模运算具有指导意义。     

东营港海区悬沙特征及冲淤分析

简述了东营港扩建工程所在海区的水文泥沙特征,分析水动力作用对海床的冲淤演变以及修建港口、航道等工程对海域地形冲淤的影响,为该地区海域水工建筑物布置方案的确定提供参考依据.     

Characteristics of an urban fish assemblage: distribution of fish associated with coastal marinas

In the marine environment, artificial structures are not, in general, managed for their value as habitat and are often built with no a priori expectation as to the assemblages which may colonise them. It may, however, become increasingly important to consider the value of such structures as habitat when decisions are made with respect to the management of artificial structures. This study investigates the role marinas play as habitat for fish by examining the distribution of fish associated with these urban developments and how this distribution relates to the physical characteristics of marinas. Assemblages of fish associated with marinas in waterways around Sydney were sampled in August and December 2002 and May 2003. Counts were done around structures present at marinas, i.e. pontoons and pilings and in the open water immediately adjacent to these structures. Within marinas, spatial patterns were particular to the types of fish examined. Large mobile species, such as Acanthopagrus australis and Girella tricuspidata, moved between structures and the open water between them. Smaller species, such as Trachinops taeniatus and Microcanthus strigatus, were found only in the immediate vicinity of these structures. At a larger spatial scale, assemblages of fish varied markedly between different marinas. This variability could not, however, be attributed to the depth of water, the age or size of marinas, nor the type of material with which marinas were constructed (i.e. pontoons or jetties).     

Structural characteristics of marine sedimentary humic acids by CP/MAS 13C NMR spectroscopy

Humic acids from sediments of different depositional environments have been studied by solid-state ¹³C NMR and the results compared with the traditional wet chemical analysis. Results obtained are well in agreement with the previous literature reports that the carboxyl content measured by NMR correlated better with the total acidity, as well as with the carboxyl content obtained by wet chemical analysis after correction for amino acid carboxyl is made (following hydrolysis of peptide bonds). There is a large discrepancy between the NMR and wet chemical measurements of phenolics. NMR spectra was also indicative of branched paraffinic structures in the humic acids from the Arabian Sea; the humic acids of sediments from estuarine and coastal areas of the Bay of Bengal being dominated by carbohydrates and aromatic structures and to a lesser extent by paraffinic structures. These differences are attributed to their different biogeochemical origin.     

The Concept and Development of Smart Structures Technologies for Long-span Cable-supported Bridges

This article presents an overview of smart structures technologies in connection with long-span cable-supported bridges. Considering the broad scope of the smart structures technologies, two subareas, namely, structural health monitoring and structural control technologies, and their applications in long-span cable supported bridges, are identified as the focus of this review. It is believed that by, adopting the smart structures technologies, reliable operation and hazard management of long-span bridges can be achieved much more efficiently and can be made economically feasible, especially for bridges located at sites with high risks of severe natural hazardous events, such as those facing the bridges of the Taiwan Strait Crossing project. The feasibility of and practical issues in implementing the smart structures technologies in the design and construction of long-span cable-supported bridges are also discussed here. Considering the time span of the construction of the Taiwan Strait Crossing, some of the innovative technologies with a high potential for future long-span bridge applications, while still at the stage of exploratory research at the time of writing, are also examined as it is believed these technologies might have become prevalent by the completion time of the Taiwan Strait Crossing project.     

The Concept and Development of Smart Structures Technologies for Long-span Cable-supported Bridges

This article presents an overview of smart structures technologies in connection with long-span cable-supported bridges. Considering the broad scope of the smart structures technologies, two subareas, namely, structural health monitoring and structural control technologies, and their applications in long-span cable supported bridges, are identified as the focus of this review. It is believed that by, adopting the smart structures technologies, reliable operation and hazard management of long-span bridges can be achieved much more efficiently and can be made economically feasible, especially for bridges located at sites with high risks of severe natural hazardous events, such as those facing the bridges of the Taiwan Strait Crossing project. The feasibility of and practical issues in implementing the smart structures technologies in the design and construction of long-span cable-supported bridges are also discussed here. Considering the time span of the construction of the Taiwan Strait Crossing, some of the innovative technologies with a high potential for future long-span bridge applications, while still at the stage of exploratory research at the time of writing, are also examined as it is believed these technologies might have become prevalent by the completion time of the Taiwan Strait Crossing project.     

On the development of ship anti-roll tanks

This paper reviews the development of ship anti-roll tanks from the 1880s to the present day including their modelling and control strategies. Mention is also made of other ship roll stabilization systems and the application of the technology to stabilization of other structures. The potential for the use of roll stabilization tanks on modern, high speed multi-hull craft which also have a low speed operational requirement is also discussed.     

Some Recent Advances on Ice Related Problems in Offshore Engineering

This paper deals with several hot topics in ice related problems.In recent years,advances havebeen made on ice breaking modes,dynamic ice loads on offshore structures.ice-induced structural vibra-tions,fatigue and fracture by ice-structure interaction,and design of jackets in the Bohai Gulf.     

A conceptual design of an underwater vehicle

The paper presents a conceptual design of an underwater star wars’ system, which will be more difficult to detect by the enemy than a recently proposed ‘surface’ star wars’ system.The paper suggests that for the proposed structures needed for the underwater star wars’ system, the material of construction should be a composite and not a metal, as use of the latter for large deep diving underwater vessels will result in such structures sinking to the bottom of the ocean like stones, due to the fact that they will have no reserve buoyancy. The paper also shows that composites have better sound absorption characteristics, thereby making the underwater structures difficult to detect through sonar equipment. It is proposed that these underwater structures should operate up to a depth of 7.16 miles (11.52 km), as at this depth, all of the oceans’ bottoms can be reached.The author shows that current technology can be used to construct and operate such vessels, but more progress needs to be made with metal matrix and ceramic composites, so that the hulls of underwater missiles and torpedoes can be constructed in these materials.