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Assessment of seismic risk for subsea production systems in the Gulf of Mexico

机译:墨西哥湾海底生产系统的地震风险评估

摘要

The number of subsea production systems placed in deepwater locations in the Gulf of Mexico (GOM) has increased significantly in the last ten to fifteen years. Currently, API-RP2A (2000 a,b) designates the GOM as a low seismic zone, and thus does not require seismic effects to be considered during the design process. However, there have been a number of seismic events with Richter magnitudes between 3.0 and 4.9 that have occurred in this region. As a result, questions have been raised regarding the seismic performance of deepwater subsea systems. This thesis presents an analytical parametric study where a prototype subsea structure was selected based on a survey of subsea systems. The baseline analytical model consisted of a single casing embedded in soft clay soils, which supported a lumped mass at a cantilevered height above the soil. A number of the model characteristics were varied in the parametric study to simulate the structural response of a range of subsea structures. This thesis discusses the impact of API-RP2A Zone 1 and 2 design seismic demands for the performance of subsea structures. The results from the subsequent analyses show that the stresses and deflections produced by the Zone 1 and 2 peak ground accelerations fall within the allowable limits.
机译:在过去的十到十五年中,位于墨西哥湾(GOM)深水区的海底生产系统的数量已大大增加。目前,API-RP2A(2000 a,b)将GOM指定为低地震带,因此在设计过程中不需要考虑地震影响。但是,该区域发生了许多里氏震级在3.0至4.9之间的地震事件。结果,对于深水海底系统的抗震性能提出了疑问。本文提出了一项分析性参数研究,其中根据海底系统的调查选择了海底结构的原型。基线分析模型由嵌入软黏土中的单个套管组成,该套管在土壤上方的悬臂高度支撑集总块。在参数研究中,许多模型特征都进行了更改,以模拟一系列海底结构的结构响应。本文讨论了API-RP2A 1区和2区设计抗震要求对海底结构性能的影响。后续分析的结果表明,区域1和区域2的峰值地面加速度产生的应力和挠度均在允许的范围内。

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    Brown Laura Ann;

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  • 年度 2004
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