Revised Methodology for Assessing Fixed Offshore Structures With Wave in Deck Loading

Zul Hilmi Lihin, R. Khan, M. I. M. Ishak, Azam A Rahman, Sumana Kar, A. R. Abdul Rahman
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Abstract

Wave-in-deck (WID) loading has been an issue of concern for engineers dealing with the performance of fixed offshore structures. The issue is particularly relevant for reassessment of existing structures due to subsidence or structures designed to older codes and standards, where WID was not considered. WID issues often in costly subsea remediation, impact platform occupancy levels or premature decommissioning critical structures due to safety concerns. The current in-house procedure is a simplified approach and revised to reflect the silhouette method and new industry requirements for the reliability of fixed offshore structures. The revised reassessment process shall enhance the methodology, based on widely accepted industry best practices. The platform model is calibrated based on the measured in-field platform natural frequencies using a structural health monitoring (SHM) system, so that the reliability assessment can be performed on a structural model to validate the effects of the revised wave in deck approach. The revised methodology demonstrates the potential of unlocking structural capacity of offshore structures by removing conservatism normally associated with traditional reliability assessment methods, thus significantly improving the ability to achieve target structural reliability levels in a cost-effective manner. A case study was embarked upon to demonstrate the benefit of the revised methodology for fixed offshore with insufficient air gap due to subsidence. The pilot study revealed significant improvement in ultimate strength of the structure using the revised methodology by more than 10% improvement in reserve capacity. This provides added benefits for increasing inspection intervals and optimizing the maintenance strategy due to risk reduction and avoidance of costly strengthening modification and repair (SMR). The objective of the present paper is to establish an updated methodology to determine wave-in-deck loading for ultimate strength analysis. The scope of work of the study are as follow: Perform a literature review of wave-in-deck assessment best practices, codes and standards. Develop assessment procedure based on international standards and research papers. Perform ultimate strength assessment based on revised methodology on a selected platform. Preparation of assessment methodology and case study report.
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甲板波浪荷载下近海固定结构评估的修订方法
甲板上波浪荷载一直是处理海上固定结构性能的工程师所关心的问题。这个问题对于由于下沉而重新评估现有结构或根据旧规范和标准设计的结构特别重要,其中不考虑WID。WID问题通常出现在成本高昂的海底修复中,会影响平台的占用水平,或者由于安全问题而导致关键结构过早退役。目前的内部程序是一种简化的方法,并进行了修改,以反映轮廓法和对海上固定结构可靠性的新行业要求。修订后的重新评估过程应基于广泛接受的行业最佳实践,加强方法。使用结构健康监测(SHM)系统根据现场测量的平台固有频率对平台模型进行校准,以便对结构模型进行可靠性评估,以验证甲板进近时修正波的效果。修订后的方法表明,通过消除通常与传统可靠性评估方法相关的保守性,可以解锁海上结构的结构能力,从而显著提高以经济有效的方式实现目标结构可靠性水平的能力。一项案例研究表明,对于由于下沉导致气隙不足的固定海上作业,修订后的方法具有优势。试点研究表明,使用修订后的方法,结构的极限强度显著提高,储备能力提高了10%以上。这为增加检查间隔和优化维护策略提供了额外的好处,因为降低了风险,避免了昂贵的加固修改和维修(SMR)。本文的目的是建立一种更新的方法来确定甲板上的波浪载荷,以进行极限强度分析。本研究的工作范围如下:对甲板上波浪评估的最佳做法、规范和标准进行文献综述。根据国际标准和研究论文制定评估程序。根据修改后的方法,在选定的平台上进行极限强度评估。准备评估方法和案例研究报告。
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