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Compulsory Liability Insurance for Marine Drilling Platforms Pollution under Chinese Law
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作者 XU Tie ZHANG Pengfei 《Journal of Shipping and Ocean Engineering》 2016年第6期356-363,共8页
Compulsory liability insurance has widely existed in the field of marine insurance. However, marine drilling platforms have always been excluded from this system in China. In view of the special legal nature of oil po... Compulsory liability insurance has widely existed in the field of marine insurance. However, marine drilling platforms have always been excluded from this system in China. In view of the special legal nature of oil pollution compulsory liability insurance for marine drilling platforms, this paper analyzes a number of issues related to oil pollution compulsory liability insurance, elaborates on the necessity for China to implement the system and makes some suggestions about the implementation of that. 展开更多
关键词 marine drilling platforms oil pollution compulsory liability insurance.
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NON-LINEAR STOCHASTIC RESPONSE AND ITS EXTREME VALUE OF JACK UP PLATFORMS 被引量:1
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作者 Nie, Wu 《China Ocean Engineering》 SCIE EI 1989年第3期271-282,共12页
The non-linear stochastic response of a jack-up platform subjected to wave load has been analyzed dynamically in this paper, and the analysis method in time domain is considered. Monte Carlo simulation is used to gene... The non-linear stochastic response of a jack-up platform subjected to wave load has been analyzed dynamically in this paper, and the analysis method in time domain is considered. Monte Carlo simulation is used to generate random sea. An emphasis is placed on the nonlinear hydrodynamic force. Several distributions for the statistical estimation of extreme responses are compared. For Gumble distribution, the parameters of its asymptotic distribution expression have been checked. The results show that the Gumble distribution agrees well with the simulated values of the responses. 展开更多
关键词 HYDRODYNAMICS Fluid Structure Interaction marine platforms Wave Effects Mathematical Models Mathematical Statistics Monte Carlo Methods Structural Analysis Dynamic Response
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Behavior of Pile Groups under Lateral Load 被引量:4
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作者 Yang, Keji Li, Qixin Wang, Fuyuan 《China Ocean Engineering》 SCIE EI 1991年第2期235-244,共10页
Based on investigation and model tests, and in combination with the research work on group effect for pile groups under lateral loads relating to the code of fixed offshore platforms, a series of studies have been per... Based on investigation and model tests, and in combination with the research work on group effect for pile groups under lateral loads relating to the code of fixed offshore platforms, a series of studies have been performed on the behavior and failure mechanism of laterally loaded pile groups, critical pile spacing inducing group effect, lateral bearing capacity of pile groups and its main influence factors, the stress-strain relationship for single piles and pile groups and so on. Some new laws about non-uniformity of load distribution in the longitudinal direction of pile groups and load-deflection (p-y) curves for pile groups have been discovered, and an empirical formula is presented in order to remedy the defect of current calculating methods at home and abroad. These results can be used for reference in the design of pile foundation under lateral loads. 展开更多
关键词 Load Distribution marine platforms Stresses Stresses ANALYSIS
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Dynamic Load Identification in Time Domain 被引量:3
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作者 Chu, Liangcheng Qu, Naisi +2 位作者 Wu, Ruifeng Lu, Min Yang, Guojin 《China Ocean Engineering》 SCIE EI 1991年第3期279-286,共8页
In the time domain method the dynamic load is successfully identified when the accelerations, velocities and displacements or velocities and displacements of the structure are known. But in engineering practice or exp... In the time domain method the dynamic load is successfully identified when the accelerations, velocities and displacements or velocities and displacements of the structure are known. But in engineering practice or experiments usually only the acceleration response is recorded. In this paper an improved time domain method is proposed for dynamic load identification. In this method by using of Duhamel integral, only the acceleration response is required for load identification. As an application of the present method, the dynamic ice load on a Bohai offshore platform is identified based on some measured acceleration. The identified values of ice load are in good agreement with the measured ones. 展开更多
关键词 marine platforms Mathematical Techniques Time Domain Analysis Offshore Structures Stresses
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An Overview of Structural Design,Analysis and Common Monitoring Technologies for Floating Platform and Flexible Cable and Riser 被引量:1
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作者 WU Wen-hua ZHAO Yan +4 位作者 GOU Ying LYU Bai-cheng LU Qing-zhen LU Zhao-kuan YAN Jun 《China Ocean Engineering》 SCIE EI CSCD 2022年第4期511-531,共21页
Offshore oil and gas development plays an important part in the global energy sector.Offshore platforms and flexible pipes are the key equipments in the whole offshore oil and gas development system.Because of the ran... Offshore oil and gas development plays an important part in the global energy sector.Offshore platforms and flexible pipes are the key equipments in the whole offshore oil and gas development system.Because of the randomness and uncertainty of wave and current loads in the ocean environment,the structural design and mechanical analysis of the marine equipment can be highly complicated.Therefore,this paper reviews the recent works of the theoretical model,numerical simulation,and experimental test in three research areas:hydrodynamic analysis of offshore platforms,structural mechanics analysis of flexible pipe and cable,and monitoring technology of offshore floating structures under marine loads.By analyzing their main research methods and key technical difficulties,this paper provides theoretical basis and technical support for the reliability engineering application of offshore platforms and flexible pipelines.Also,China is relatively backward in the design of marine floating platform,the design,analysis and testing of flexible pipeline and cable,as well as the marine equipment prototype monitoring technology research.Calling for breakthroughs at the earliest possible stage in the above fields,prime research should be focused on and strategic planning should be made to deal with“key areas and stranglehold problems”.It is of great significance for the development of China's deep-sea energy and resource development of independent technology and on time to achieve the“carbon peak”national strategic objectives. 展开更多
关键词 review marine floating platform flexible pipeline and cable prototype monitoring
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Sea-level Eustatic Cycles and Potash Formation Event:A Case Study of Triassic Sichuan Basin
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作者 ZHOU Jiayun GONG Daxing +2 位作者 CHEN Kegui LI Chunmei LI Meng 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2014年第S1期285-286,共2页
Identification of the favorable salt-and potash-forming layer,we still mainly rely on logging interpretation and coring verification.However,we both know that the continuously carbonate platform is cyclical growing.It... Identification of the favorable salt-and potash-forming layer,we still mainly rely on logging interpretation and coring verification.However,we both know that the continuously carbonate platform is cyclical growing.It has recorded valuable information about the phase transition of carbonate rocks,which were synchronized with the relative sea-level cycles.This paper presents a fast and 展开更多
关键词 marine carbonate platform depositional cycles potassium-rich layer well logging response TRIASSIC Sichuan Basin
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