考虑风、海、浪的系泊缆绳长期响应估计的有效重要抽样方法

M. L. Simão, P. Videiro, Mauro Costa de Oliveira, L. Sagrilo
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引用次数: 1

摘要

石油和天然气行业不断增长的需求导致海上设施被安装在更深的水域和恶劣的环境条件下。由于系泊系统是海上浮式结构的关键部件,因此对其长期响应的可靠估计是任何常规设计过程中的决定性步骤。从长期来看,这些结构所经受的环境作用,如波浪、风和水流,是不稳定的过程。然而,这种长期行为通常被建模为一系列短期平稳条件(通常为3-h)。在全面的长期分析方法中,可以通过对所有这些短期环境条件的多维整合来获得长期n年响应的估计。本文采用重要性抽样蒙特卡罗模拟(ISMCS)方法,采用均匀分布作为抽样函数,对该多维积分进行数值计算。因此,所有短期环境条件都具有相同的采样概率,这确保了对原始发生概率非常低但对长期响应有较高贡献的条件进行有效解释。用一个综合了风、海、浪的简化联合概率模型来表示短期环境参数的随机变异性及其相互依赖性。该方法在理想的单自由度(SDOF)模型中进行了数值验证,随后在巴西深水安装的FPSO的系泊线上进行了研究。结果表明,ISMCS对长期n年响应提供了良好的估计,所需的模拟量适中,可以成为结构响应评估中考虑风海和涌浪同时发生的有力工具。
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An Efficient Importance Sampling Method for the Long-Term Mooring Lines Response Estimation Considering Wind Sea and Swell
Escalating demand in the oil and gas industry has led offshore structures to be installed in ever deeper waters and under severe environmental conditions. As the mooring system is a crucial element in floating offshore structures, a reliable estimation of its long-term response is a decisive step in any usual design procedure. In the long-term scenario, the environmental actions to which these structures are subjected to, such as waves, wind and current, are non-stationary processes. However, this long-term behavior is usually modeled as a series of short-term stationary conditions (typically 3-h). In a full long-term analysis approach, an estimate of the long-term N-year response can be obtained through a multidimensional integration over all these short-term environmental conditions. In this paper, this multidimensional integral is numerically evaluated by means of the Importance Sampling Monte Carlo Simulation (ISMCS) method, where the uniform distribution is used as the sampling function. Thus, all short-term environmental conditions have the same probability of being sampled, which assures that conditions with very low original probability of occurrence, but with knowingly higher contributions to the long-term response, are efficiently accounted for. The random variability of the short-term environmental parameters and their interdependencies are represented by a simplified joint probabilistic model which comprehends both wind sea and swell waves. The methodology is numerically validated for an idealized single-degree-of-freedom (SDOF) model and later investigated for a mooring line connected to an FPSO installed in Brazilian deep waters. It is shown that ISMCS provides good estimates for the long-term N-year response with a moderate amount of required simulations and can be a powerful tool in order to account for simultaneous occurrence of wind sea and swell waves in structural response evaluations.
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