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首页> 外文期刊>Marine Structures >Design loads and long term distribution of mooring line response of a large weathervaning vessel in a tropical cyclone environment
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Design loads and long term distribution of mooring line response of a large weathervaning vessel in a tropical cyclone environment

机译:热带气旋环境中大型风标船的设计载荷和系泊索响应的长期分布

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摘要

The mooring design of a floating offshore structure requires the estimation of mooring responses corresponding to annual exceedance probabilities of 10(-2) (extreme event) and sometimes 10(-4) (survival event). The most straightforward method to determine the extreme design response under a specified design sea state, is to carry out N time domain simulations, so as to capture the inherent randomness of this sea state and use the N maximum values to estimate the most probable maximum response for design. However, this requires typically 30-40 time-domain analyses of the same design sea state, which is computationally extensive. In this paper it is shown that the required number of time domain simulations can be reduced significantly by utilising the peaks of the mooring tension time series, obtained from time domain simulations, to derive a distribution for the maxima. Different variations of using these peaks are explored and a "best practice" for this technique is proposed. In order to establish a robust benchmark for evaluating and validating this "best practice", extensive time domain simulations have been carried out for a large permanently connected, weathervaning vessel, with catenary mooring system, in a tropical cyclone environment. Both extreme and survival conditions are explored, by running 170 3-h simulations for each condition, thereby representing in detail the random nature of each sea state. It is shown that a reliable distribution for the maxima, (within +/- 4% from the benchmark) can be obtained in a manner which is simple and computationally efficient, based on just 4-7 time domain analyses. Thus by using more peaks from the time domain analyses, there is a significant gain in terms of accuracy and efficiency. The above "best practice" is used to calculate the most probable maximum mooring line response and the variability of this maximum (short term variability) within a 3-h sea state for environmental conditions with annual exceedance probabilities of 10(-2) and 10(-4). It is shown that the short term variability is not invariant but may be described in terms of a Gumbel distribution whose parameters depend on the magnitude of the response. These expressions provide a means of calculating the long term distribution of mooring line load, accounting for the short term variability, which can be used to address the reliability of a mooring system.
机译:浮式海上结构的系泊设计需要对系泊响应进行估算,该响应对应于年度超标概率10(-2)(极端事件),有时甚至是10(-4)(生存事件)。确定指定设计海况下极端设计响应的最直接方法是进行N个时域仿真,以捕获该海况的固有随机性,并使用N个最大值来估计最可能的最大响应设计。但是,这通常需要对相同设计海况进行30-40个时域分析,这在计算上是广泛的。在本文中表明,通过利用从时域模拟获得的系泊张力时间序列的峰值来得出最大值的分布,可以显着减少所需的时域模拟次数。探索了使用这些峰的不同方法,并为此技术提出了“最佳实践”。为了建立评估和验证此“最佳实践”的可靠基准,在热带气旋环境中,对带有悬链系泊系统的大型永久性连接,风标船进行了广泛的时域模拟。通过针对每种条件运行170个3小时模拟,探索了极端条件和生存条件,从而详细表示了每种海洋状态的随机性。结果表明,仅基于4-7个时域分析,就可以以简单且计算效率高的方式获得最大值的可靠分布(在基准值的+/- 4%以内)。因此,通过使用来自时域分析的更多峰,就准确性和效率而言,都有显着提高。上面的“最佳做法”用于计算每年超出概率为10(-2)的环境条件下3小时海况下最可能的最大系泊缆线响应以及该最大值的变化性(短期变化性)。和10(-4)。结果表明,短期可变性不是不变的,而是可以根据其参数取决于响应幅度的Gumbel分布来描述的。这些表达式提供了一种计算系泊缆线负荷长期分布的方法,并考虑了短期变化,可用于解决系泊系统的可靠性。

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