Dynamic analysis of a vertical plate exposed to breaking wave impact     

M. Salih Kirkgoz  A. Kamil Tanrikulu  Cengiz Dündar 《Ocean Engineering》2004,31(13):2308-1635

From the experimental studies in recent years, it has become known that when a wave breaks directly on a vertical faced coastal structure, high magnitude impact pressures are produced. The theoretical and experimental studies show that the dynamic response of such structures under wave impact loading is closely dependent on the magnitude and duration of the load history. The dynamic analysis and design of a coastal structure can be succeeded provided the design load history for the wave impact is available. Since these types of data are very scarce, it is much more convenient to follow a method which is based on static analysis for the dynamic design procedure. Therefore, to facilitate the dynamic design of a vertical plate that is exposed to breaking wave impact, a multiplication factor called “dynamic magnification factor” is herein presented which is defined as the ratio of the maximum value of the dynamic response to that found by static analysis. The computational results of the present study show that the dynamic magnification factor is a useful ratio to transfer the results of static analysis to the dynamic design of a coastal plate for the maximum impact pressure conditions of p_max/γH₀≤18.  相似文献   

船舶受冲击力作用时的水动力试验研究     

王建平  王文富等 《海洋工程》2003,21(1):87-89,93

根据冲量相似的要求进行船舶在冲击作用下的模型试验，并将模型试验结果与理论计算及实际试验进行了对比和分析。  相似文献   

Prediction of impact pressure induced by breaking waves on vertical cylinders in random seas     

Michel K. Ochi  Chen-Han Tsai 《Applied Ocean Research》1984,6(3):157-165

This paper presents a method to statistically predict the magnitude of impact pressure (including extreme values) produced by deep water waves breaking on a circular cylinder representing a column of an ocean structure. Breaking waves defined here are not those whose tops are blown off by the wind but those whose breaking is associated with steepness. The probability density function of wave period associated with breaking waves is derived for a specified wave spectrum, and then converted to the probability density function of impact pressure. Impacts caused by two different breaking conditions are considered; one is the impact associated with waves breaking in close proximity to the column, the other is an impact caused by waves approaching the column after they have broken. As an example of the application of the present method, numerical computations are carried out for a wave spectrum obtained from measured data in the North Atlantic.  相似文献   

Assessing the relative effects of fishing on the New Zealand marine environment through risk analysis   总被引：1，自引：0，他引：1  

Campbell  Marnie L.; Gallagher  Charmaine 《ICES Journal of Marine Science》2007,64(2):256-270

  相似文献   

Impact Buckling and Post-Buckling of Elasto-Viscoplastic Cylindrical Shell Under Torsion     

Wang Deyu Chen Tieyun Associate Professor 《中国海洋工程》1997,(1)

The dynamic torsional buckling and post-buckling of elasto-plastic circular cylindrical shell isstudied.By the usage of the Bodner-Partom constitutive relation,the present visco-plastic problem is treat-ed as an orthotropic elastic problem.Based on the nonlinear large deflection shell therory,the governingdynamic buckling equation is solved by the Runge-Kutta method,and the critical buckling stress is deter-mined by the B-R criterion.The present paper is mainly focused on the imperfection sensitivity,the strainrate sensitivity,and the dynamic post-buckling characters for the shell loaded dynamically with a constantshear strain rate.Numerical results show that the critical shear stress and imperfection sensitivity will in-crease with the increase of strain rate.It is found that the elastic buckling stress is more sensitive toimperfection than the visco-plastic buckling.The present research also reveals some dynamic post-bucklingcharacters for the cylindrical shell,and it is shown that the shell will vibra  相似文献   

加入WTO对中国旅游业的影响及应对措施   总被引：1，自引：0，他引：1  

董玉明  高书军 《海岸工程》2002,21(4):40-45

加入WTO必然对中国旅游业的发展产生重大影响，既包括创造机遇，也包括提出挑战。对此，应采取加快体制改革、留住高素质的旅游经营管理与服务人才、积极学习和借鉴国际旅游业先进的经营管理模式和经验、适时调整旅游业的产业对策，宣传中华民族文化、抓住奥运旅游的机遇，创造中国旅游的新品牌等应对措施，使得中国旅游业步入按国际惯例办事的轨道。  相似文献   

泉州湾围海工程对海洋环境的影响   总被引：17，自引：3，他引：17  

陈彬  王金坑  张玉生  唐森铭  林景宏  郑凤武  张继伟 《台湾海峡》2004,23(2):192-198

采用现场调查资料与历史资料对比的方法,从海岸和海底地貌、水环境质量、海洋生物种类和群落结构等几方面分析了近几十年来福建泉州湾围海工程的环境效应.结果表明,围海工程促进了海滩的淤浅,减小了内湾的纳潮量和环境容量,使得泉州湾内湾水质恶化;其最终后果为围海工程附近海区生物种类多样性普遍降低,优势种和群落结构发生改变.  相似文献   

开发胶东温泉地热水对环境的影响   总被引：1，自引：0，他引：1  

栾光忠  范德江 《中国海洋大学学报(自然科学版)》1994,(Z3)

根据地热水中阴离子的组分与温泉水类型，指出其中Ⅱ＿１、Ⅱ＿２：型水温高，日采水量大，矿化度高，水质复杂，相应的环境效应明显．提出地热水的大规模开采以及尾水的大量排放，对温泉周边的生态环境、工程环境、土壤及地下水等方面有明显的影响．  相似文献   

辽东湾葵花岛构造区浅层气分布特征、成因探讨及工程影响     

闫章存  刘燕平  曲伟  亓发庆 《海岸工程》2007,26(3):1-10

揭示了葵花岛构造区浅层气规模小、埋藏浅、分布散、压力低、储层松散等分布特点,根据沉积环境和地质特征,推测浅层气为生物甲烷气,但并不完全排除是热生甲烷次生气藏的可能性,探讨了浅层气潜在的工程危害并提出相应防治措施,为今后海洋工程建设提供科学依据。  相似文献   

浪流作用下系泊船舶撞击力和系缆力试验研究     

李焱  郑宝友  高峰  孟祥玮 《海洋工程》2007,25(2):57-63

以某25万吨矿石码头工程为例,分别进行了单流、单浪和浪流共同作用下,系泊船舶撞击力和系缆力试验。研究了不同水位、不同船舶载度、不同浪流夹角,单流、单浪和浪流共同作用时对船舶撞击力和系缆力的影响。分析了该码头工程护舷和缆绳的布置情况,为工程设计提供了依据。  相似文献