海岸结构物海啸设计的最新进展

I.N. Robertson
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引用次数: 0

摘要

2004年印度洋海啸引发了海啸研究的迅速增加,特别是与海啸淹没期间沿海结构的性能有关的研究。随后的2010年智利海啸和2011年日本大地震和海啸(或东北海啸)再次凸显了制定沿海结构海啸荷载设计规定的紧迫性。这项实验和理论研究的高潮,以及破坏性海啸后的实地勘察,导致了ASCE7-16标准“建筑物和其他结构的最小设计载荷和相关标准”中新的第6章“海啸载荷和影响”的发展。本文简要回顾了ASCE7-16海啸设计规定。将介绍这些规定在俄勒冈州和华盛顿州新的海啸垂直疏散避难所结构设计中的应用,以及在夏威夷威基基的新的多层住宅楼的设计。本文还介绍了在2021年12月发布的ASCE7-22标准中批准的海啸设计条款的最新修改。这些修改是由最近的实验室研究、印度尼西亚帕卢地震和海啸后的观测以及海啸淹没数值模拟程序的更新引起的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
RECENT ADVANCES IN TSUNAMI DESIGN OF COASTAL STRUCTURES
The 2004 Indian Ocean Tsunami initiated a rapid increase in tsunami research, particularly as it relates to the performance of coastal structures during tsunami inundation. The subsequent Chile tsunami in 2010 and Great Japan Earthquake and Tsunami (or Tohoku Tsunami) in 2011 re-invigorated the urgency of developing design provisions for tsunami loading on coastal structures. The culmination of this experimental and theoretical research, and field reconnaissance after damaging tsunamis, resulted in the development of a new Chapter 6 “Tsunami Loads and Effects” in the ASCE7-16 Standard “Minimum Design Loads and Asso-ciate Criteria for Buildings and Other Structures”. This paper briefly reviews the ASCE7-16 tsunami design provisions. The application of these provisions to the design of new tsunami vertical evacuation refuge struc-tures in Oregon and Washington States, and new multistory residential buildings in Waikiki, Hawaii, will be presented. This paper also introduces recent modifications to the tsunami design provisions approved for the ASCE7-22 Standard published in December 2021. These modifications were prompted by recent laboratory research, observations after the earthquake and tsunami in Palu, Indonesia, and updates to numerical model-ing procedures for tsunami inundation.
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