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Development of Tsunami Loading Expressions for Design of Coastal Infrastructure

机译:用于沿海基础设施设计的海啸荷载表达式的开发

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摘要

There is currently no standard in the USA for tsunami design. In January 2011, the AmericanrnSociety of Civil Engineers, ASCE, formed a new subcommittee to develop design provisions forrnTsunami Loads and Effects (TLE). The TLE subcommittee has spent the past three yearsrndeveloping a new chapter for ASCE 7, Minimum Design Loads for Buildings and OtherrnStructures. These design provisions are currently under review by the main committee ofrnASCE 7 for potential inclusion in the 2016 edition of the ASCE 7 standard.rnA fundamental requirement for designing coastal structures for tsunamis is an understandingrnof the various loading effects that can develop. This paper outlines some hydrostatic andrnhydrodynamic load conditions that must be considered when designing for tsunamis. Therndesign expressions developed for these loading conditions are based on a significant amountrnof laboratory research, often validated based on full-scale observations and failure analysesrnafter past tsunamis, most notably the March 11, 2011 Tohoku Tsunami in Japan.
机译:美国目前没有海啸设计标准。 2011年1月,美国土木工程师协会(ASCE)成立了一个新的小组委员会,负责制定有关海啸荷载和影响(TLE)的设计规定。 TLE小组委员会在过去三年中为ASCE 7(建筑物和其他结构的最低设计负荷)开发了新的章节。 ASCE 7的主要委员会目前正在审查这些设计规定,以可能将其纳入2016版ASCE 7标准。rnn设计海啸沿海结构的基本要求是对可能产生的各种载荷效应的理解。本文概述了在设计海啸时必须考虑的一些静水压力和水动力条件。针对这些载荷条件开发的设计表达式是基于大量实验室研究得出的,通常是基于过去海啸(尤其是2011年3月11日日本东北海啸)进行的全面观测和故障分析进行验证。

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