共查询到20条相似文献，搜索用时 140 毫秒
1.
海工结构物浅基础稳定性的可靠度分析 总被引：5，自引：1，他引：5
应用可靠度理论对渤海某油田软粘土地基工作的沉垫式基础的稳定性进行了可靠度分析，阐述了各个设计指标的变化对分项系数及可靠度指标的影响规律，并将分析结果与该标准中规定的分项系数进行了比较。 相似文献
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海洋平台优化设计的研究进展 总被引：4，自引：0，他引：4
结构优化是结构设计理论的重要发展,随着“十五”渤海大油田勘探开发战略的实施,结构优化技术将在新型抗冰振平台设计中发挥重要作用。从静力优化设计、动力优化设计、基于可靠度优化设计、全寿命优化设计四个方面论述了海洋平台结构优化设计的研究现状,并展望了海洋平台优化设计的研究前景。 相似文献
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基于多变量极值理论的联合概率模型,根据BZ28—1油田一年多的风浪同步观测资料统计得到风浪联合概率分布及其参数,讨论了海洋平台结构系统可靠度分析的等效荷载方法,在此基础上分析了JZ20—2MUQ平台结构的系统可靠度,并与不考虑风浪相关性影响的JZ20—2MUQ平台结构的系统可靠度比较,得到了风浪相关性对系统可靠度的影响情况。 相似文献
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数字海底的理论基础和技术实现--以渤海油田工程地质示范区系统为例 总被引：1，自引：0，他引：1
渤海油田资源的勘探开发促进了海洋工程建设的迅速发展。为避免海底不稳定性造成海洋工程巨大损夫或灾难性后果,在该区开展了大规模的海洋工程地质综合调查和评价研究。通过对数字海底技术的理论基础研究和在渤海油田工程地质示范区的具体实践,基于GIS理论、计算机硬件、软件以及网络技术,对渤海油田工程建设中的多源异构数据和图形进行标准化/整合、输入/输出、存储、查询和显示,研究开发的示范区系统可提供多种综合分析及应用服务,为海洋工程建设和油田工程安全保障提供了共享基础科学数据,对于防止海洋地质灾害、降低工程建设造价和保障工程安全运行具有重大的应用价值。 相似文献
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渤海是我国海上石油的重要产地。海洋水文环境对海洋石油勘探开发活动有极其重要的影响,但往往因为海上没有常规的长期海洋环境监测站,其水文环境特征不被人们所了解。本文使用海洋环境数值预报模型,构建了渤海海域流场数值预报模式,后报了1970年1月1日至1999年12月31日长达30a渤海海流场。数值模拟结果与渤海中的实际观测资料进行了对比分析,结果显示数值模拟结果是可信的。按86个设定的统计区间,分析了渤海油田海域的区划海洋环境特征,为海洋石油开发利用提供了海洋水文环境特征的可靠依据。 相似文献
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渤海是我国惟一的半封闭内海，三面环陆，海域面积7．8万平方千米。这方富庶的海湾与簇拥在她周围的城市一起，形成了我国著名的环渤海经济圈，带动了渤海区乃至我国沿海经济的迅猛发展。近年来，渤海海洋开发规模迅速扩大，成为我国海洋石油开发的重点区域，已建成的固定生产平台占全国同类平台总数的90％。据不完全统计，截至2005年末，渤海已有海上油田17个，生产平台145座，生产油井1080口，目前在建油田6个。 相似文献
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渤海发现秦皇岛３２—６大油田海洋石油战线喜讯频传．继南海１９８７年发现流花１１—ｌ大油田、渤海发现绥中３６—ｌ大油田之后，最近在渤中地区又发现了秦皇岛３２—６大油田，其石油储量为两亿吨．这是近干年来，我国在海上发现的第三个大油田。前两者中，绥中３６—... 相似文献
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在海洋经济产业构成中,海洋油气开发是新兴海洋产业。在渤海海洋经济构成中,海洋油气占渤海海洋经济比重的8.5%,占渤海新兴海洋产业构成的19.4%。渤海海洋油气资源的开发利用,不但能缓解我国油气安全问题,同时也为经济快速增长的渤海经济区的发展提供物质基础。一、渤海丰富的油气资源1. 油气资源总量渤海沉积盆地的生油凹陷面积大,有效勘探面积为5.3万km2,其中仅新生界生油岩层就厚达3 200 m,生油岩体约2.4万km3。2000年提出的预测资源量是97亿t。2. 已形成了油田产业群渤海在200万年以前,形成了蕴藏丰富油气资源的渤海沉积盆地。在渤海海… 相似文献
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《黄渤海海洋》学报编辑部 《海洋科学进展》2000,18(3):109
《黄渤海海洋》学报是由国家海洋局主管、国家海洋局第一海洋研究所主办和编辑、海洋出版社出版的全国性海洋科学学术期刊 ,主要刊登黄海、渤海及其邻近海区和世界各大洋的物理海洋、海洋气象与气候、海洋地质、海洋物理、海洋遥感、海洋化学、海洋生物、海洋资源勘探与开发、海洋环境保护和港工建设等基础研究与应用基础研究及相关交叉学科的中、英文学术论文、研究报告、研究报道、综述与评述等。载文强调科学性、前沿性、创新性和实用性 ,对国家重大研究项目和各类基金性的来稿优先予以发表。《黄渤海海洋》学报为季刊 (每季度末出版 ) ,… 相似文献
11.
Yan Shuwang Jia Xiaoli Deng Weidong
Professor Dept. of Hydraulic Eng. Tianjin University Tianjin
Graduate student Dept. of Hydraulic Eng. Tianjin University Tianjin
Senior Engineer Chongqing Institute of Highway Science 《中国海洋工程》1994,(4)
When using the random process in soil profile modeling, the stationary and ergodicity of thesoil properties in the profile must be tested. This paper describes a procedure for stationary and ergodicity testing. Numerical examples were given for demonstration. A log-cosine function is suggested to simulate the correlation function, which has been proved to be good for soil profile modeling. 相似文献
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The spatial correlation length (SCL), or the scale of fluctuation, is a parameter for describing the spatial variability of soil and one of the important parameters used in random field theory. Studies reporting the spatial correlation length based on real field data of offshore/nearshore sea bottom soils are rather limited in the literature, so in this study, the vertical spatial correlation length is determined using site investigation data from two sites of the southern coast of Turkey. Based on quite extensive data, the vertical spatial correlation length is estimated using four different autocovariance functions. The values are within typical ranges reported in the literature for similar soil groups, both onshore and offshore. It is also noted that the widely-used exponential function almost always gives the lowest value of spatial correlation length. The results of this study add to the database of spatial correlation lengths based on real data and could be useful for future studies on reliability assessment of offshore foundations using random finite element method. 相似文献
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针对海上河流相砂岩油田单砂体厚度薄,井间储层横向变化快,纵向上油气水间互,平面上连通性差等特点,渤海通过十多年的不断探索和实践,发展完善了定量描述砂体展布的储层描述技术.该技术很大程度上解决了在海上探井井距大,井控程度低,取心资料较少等情况下的储层横向展布问题,并基于已钻井资料,总结出如何在探井之间寻找潜力砂体的经验.随着渤海越来越多的河流相油田投入开发,储层描述技术的可靠性也得到证实.大量实例证明,该技术是渤海油田新近系河流相砂岩储层预测与描述的有效技术手段,其思路和方法也可借鉴到类似地质背景下的河流相岩性油气藏评价. 相似文献
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The target reliability index has been effectively used as the best solution to deal with the relationship between the structural safety and the optimal economy in any structural design.However,the target reliability index for offshore jacket platforms based on different sea areas in China has never been calibrated.This paper presents an approach for its calibration,and suggests many kinds of associated load cases.The uncertainties of loads and structural resistance are mainly investigated.The target reliability index for structural components,tubular joints and piles of offshore jacket platforms are discussed respectively in detail.Finally,through the calibrated results from the offshore jacket platforms of QK18-1,JZ20-2,SZ36-1 and BZ28-1 in the Bohai Bay,it is proposed to adopt 2.8 as the target reliability index of offshore jacket platforms in the Bohai Bay for a 25-year design period.The results provide significant reference for the design of offshore jacket platforms. 相似文献
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The target reliability index has been effectively used as the best solution to deal with the relationship between the structural safety and the optimal economy in any structural design. However, the target reliability index for off-shore jacket platforms based on different sea areas in China has never been calibrated. This paper presents an approach for its calibration, and suggests many kinds of associated load cases. The uncertainties of loads and structural resistance are mainly investigated. The target reliability index for structural components, tubular joints and piles of offshore jacket platforms are discussed respectively in detail. Finally, through the calibrated results from the offshore jacket platforms of QK18-1, JZ20-2, SZ36-1 and BZ28-1 in the Bohai Bay, it is proposed to adopt 2.8 as the target reliability index of offshore jacket platforms in the Bohai Bay for a 25-year design period. The results provide significant reference for the design of offshore jacket platforms. 相似文献
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The evaluation of seabed response under wave loading is important for prediction of stability of foundations of offshore structures. In this study, a stochastic finite element model which integrates the Karhunen-Loève expansion random field simulation and finite element modeling of wave-induced seabed response is established. The wave-induced oscillatory response in a spatially random heterogeneous porous seabed considering cross-correlated multiple soil properties is investigated. The effects of multiple spatial random soil properties, correlation length and the trend function (the relation of the mean value versus depth) on oscillatory pore water pressure and momentary liquefaction are discussed. The stochastic analyses show that the uncertainty bounds of oscillatory pore water pressure are wider for the case with multiple spatially random soil properties compared with those with the single random soil property. The mean pore water pressure of the stochastic analysis is greater than the one obtained by the deterministic analysis. Therefore, the average momentary liquefaction zone in the stochastic analysis is shallower than the deterministic one. The median of momentary liquefaction depth generally decreases with the increase of vertical correlation length. When the slope of the trend function increases, the uncertainty of pore water pressure is greatly reduced at deeper depth of the seabed. Without considering the trend of soil properties, the wave-induced momentary liquefaction potential may be underestimated. 相似文献
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Reliability-Based Design for Jacket Platform Under Extreme Loads 总被引：7，自引：0，他引：7
In this paper, reliability analysis for the offshore jacket platform with the interaction of structure- pile- soil under extreme environmental loads is carried out. The inherent uncertainties of the environmental load, foundation soil, platform itself, and calculating models are evaluated. The action of extreme loads on the offshore platform is modeled as a function of extreme wave height. The system capacity of the whole platform is determined by nonlinear pushover analysis, and the relevant probability property is obtained by the simulation method. The reliability model for the whole jacket platform is described as the relationship between the load and resistance based on the offshore design codes. The reliability of whole platform is calculated by the analytical method and the importance sampling method on the basis of a case study for a tripod jacket platform. 相似文献
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The objective of this work is to study the uncertainties involved in the modelling of the soil-pile interaction concerning their influence on the prediction of the dynamic structural response of monopile offshore wind turbine support structures. Two main issues are identified and addressed: the adequacy of the method used to deal with the soil-pile interactions and the adequacy of the soil properties reflecting the behaviour of the soil. The present study develops an approach that defines the penetrated pile length depending on the soil profile. Also, a parameter is defined to avoid the excessive usage of steel for the penetrated pile structure. The uncertainties are included in the probabilistic free vibration analysis and the contribution of each random variable to the scatter of the response is estimated by performing a sensitivity analysis. The results indicate that the uncertainty involved in the modelling of the soil profile has a significant effect on the coefficient of variance of the natural frequency, which is a serious issue to be considered in the fatigue life assessment of offshore wind turbine support structures. 相似文献