首页> 外文会议>Abu Dhabi International Petroleum Exhibition Conference >Design of Concrete Gravity Quay Walls - British Standards vs. Eurocode
【24h】

Design of Concrete Gravity Quay Walls - British Standards vs. Eurocode

机译:混凝土重力码头墙的设计 - 英国标准与欧元码

获取原文

摘要

Concrete blockwork quay walls are a common type of retaining structures used in marine and port facilities. Such gravity type retaining walls comprise of precast concrete blocks that are durable and well-suited for harsh marine environments. They have been widely used in the Gulf region in ports and more recently as part of the oil and gas offshore artificial islands infrastructure utilized during construction and operations stages. The main design reference of marine structures, including block work quay walls, is BS6349 which is based on Allowable Strength Design (ASD) method. In 2010, this code was updated based on Ultimate Limit State (ULS) or Load and Resistance Factor Design (LRFD) method in accordance with Eurocode. The updated code has not been applied in many marine projects (yet) and there are uncertainties about the effect of its application on the design. To investigate this effect, three designed gravity quay wall sections with heights ranging from 10.5 to 23.6 m were checked based on both ASD and ULS methods under static and seismic conditions. The stability analysis checks showed that the results are close for static condition but show significant differences under seismic conditions. A parametric study was conducted to investigate the effect of using Eurocode 8 on the design of gravity quay wall sections under different seismic conditions. The analysis indicated that Eurocode 8 (ULS) resulted in conservative sections compared to ASD methods of BS6349 for cases with surface Peak Ground Acceleration (a_(max)) higher than 0.1g – 0.15g. Results based on the Eurocode 8 design have been compared with USA codes and guidelines (AASHTO [2012], Caltrans [2014] and NCHRP 12-70 [2008]) which indicated that gravity structures designed using Eurocode 8 resulted in conservative sections in medium to high seismic areas. This study presents an assessment of the effect of using different codes on the design of gravity quay walls. Considering that the latest code versions are stipulated in the design, it is important for both Owners and Designers to appreciate the resulting effects on design and cost implications.
机译:混凝土砌块码头墙是船用和港口设施中使用的常用挡泥板。这种重力式挡土墙包括预制混凝土块,其具有耐用且适用于苛刻的海洋环境。他们已广泛用于港口的海湾地区,最近作为石油和天然气近海人工群岛基础设施的一部分,在建设和运营阶段使用。海洋结构的主要设计参考,包括块工作码头墙,是BS6349,基于允许的强度设计(ASD)方法。 2010年,根据欧洲码的最终限制状态(ULS)或负载和电阻因子设计(LRFD)方法更新此代码。更新的代码尚未应用于许多海洋项目(尚未),并且对其在设计的应用效果存在不确定性。为了调查这种效果,基于静态和地震条件下的ASD和ULS方法检查具有10.5至23.6米的高度的三个设计的重力码头墙段。稳定性分析检查表明,结果持近静态条件,但在地震条件下显示出显着差异。进行了参数研究以研究在不同地震条件下使用欧元码8对重力码头墙段设计的影响。分析表明,与BS6349的ASD方法相比,欧式码码8(ULS)导致了与表面峰接地加速度(A_(MAX))高于0.1g - 0.15g的情况。基于Eurocode 8设计的结果已与美国代码和指导方针(AASHTO [2012],CALTRAN [2014]和NCHRP 12-70 [2008])进行了比较,这表明使用EUROCODE 8设计的重力结构导致媒体中的保守部分高地震区域。本研究提出了使用不同代码对重力码头墙设计的影响的评估。考虑到该设计中规定了最新的代码版本,所有者和设计人员都很重要,以欣赏导致的设计和成本影响。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
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