首页> 外文期刊>船舶与海洋工程学报(英文版) >Development of Jacket Platform Tsunami Risk Rating System in Waters Offshore North Borneo
【24h】

Development of Jacket Platform Tsunami Risk Rating System in Waters Offshore North Borneo

机译:北婆罗洲近海水域夹克平台海啸风险评估系统的开发

获取原文
获取原文并翻译 | 示例
       

摘要

This work details the simulation of tsunami waves generated by seaquakes in the Manila Trench and their effect on fixed oil and gas jacket platforms in waters offshore North Borneo. For this study, a four-leg living quarter jacket platform located in a water depth of 63m is modelled in SACS v5.3. Malaysia has traditionally been perceived to be safe from the hazards of earthquakes and tsunamis. Local design practices tend to neglect tsunami waves and include no such provisions. In 2004, a 9.3Mw seaquake occurred off the northwest coast of Aceh, which generated tsunami waves that caused destruction in Malaysia totalling US$25 million and 68 deaths. This event prompted an awareness of the need to study the reliability of fixed offshore platforms scattered throughout Malaysian waters. In this paper, we present a review of research on the seismicity of the Manila Trench, which is perceived to be high risk for Southeast Asia. From the tsunami numerical model TUNA-M2, we extract computer-simulated tsunami waves at prescribed grid points in the vicinity of the platforms in the region. Using wave heights as input, we simulate the tsunami using SACS v5.3 structural analysis software of offshore platforms, which is widely accepted by the industry. We employ the nonlinear solitary wave theory in our tsunami loading calculations for the platforms, and formulate a platform-specific risk quantification system. We then perform an intensive structural sensitivity analysis and derive a corresponding platform-specific risk rating model.
机译:这项工作详细模拟了马尼拉海沟中的地震所产生的海啸波,以及它们对北婆罗洲近海水域中固定油气套平台的影响。对于本研究,在SACS v5.3中建模了一个位于水深63m的四脚生活区夹克平台。传统上,马来西亚被认为免受地震和海啸的危害。当地的设计实践往往忽略了海啸,没有任何此类规定。 2004年,亚齐西北海岸发生了9.3兆瓦级地震,产生海啸,在马来西亚造成了总计2500万美元的破坏,造成68人死亡。这一事件促使人们意识到有必要研究散布在马来西亚水域中的固定近海平台的可靠性。在本文中,我们对马尼拉海沟的地震活动性进行了研究综述,这被认为是东南亚的高风险地区。从海啸数值模型TUNA-M2中,我们提取该区域平台附近指定网格点处的计算机模拟海啸波。使用海浪高度作为输入,我们使用海上平台的SACS v5.3结构分析软件来模拟海啸,这已被业界广泛接受。我们在平台的海啸负荷计算中采用了非线性孤波理论,并制定了针对特定平台的风险量化系统。然后,我们进行深入的结构敏感性分析,并得出相应的特定于平台的风险评估模型。

著录项

  • 来源
    《船舶与海洋工程学报(英文版)》 |2016年第3期|307-320|共14页
  • 作者单位

    0ffshore Engineering Centre, Universiti Teknologi PETR0NAS, 32610 Perak, Malaysia;

    Faculty of Geoscience and Petroleum Engineering, Universiti Teknologi PETR0NAS, 32610 Perak, Malaysia;

    Department of Civil Engineering, Univerisiti Tenaga Nasional, Selangor, 43650, Malaysia;

    Department of Civil&Environmental Engineering, Universiti Teknologi PETR0NAS, 32610 Perak, Malaysia;

    0ffshore Engineering Centre, Universiti Teknologi PETR0NAS, 32610 Perak, Malaysia;

    Department of Civil&Environmental Engineering, Universiti Teknologi PETR0NAS, 32610 Perak, Malaysia;

  • 收录信息 中国科学引文数据库(CSCD);中国科技论文与引文数据库(CSTPCD);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号