Engineering assessment processes for Wellington buildings following the November 2016 Kaikōura earthquakes

D. Brunsdon, K. Elwood, J. Hare
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引用次数: 8

Abstract

The 14 November 2016 Kaikōura earthquake resulted in long duration shaking in excess of the code demand for many buildings with fundamental periods between 1 and 2 seconds in Wellington, particularly in those parts of the city where shaking has been amplified due to basin effects and deeper deposits, notably in the port area or Thorndon basin. This paper outlines the initial response of engineers and the engineering assessment processes undertaken in Wellington in the weeks following the Kaikōura Earthquake, along with the technical support provided to Wellington City Council through the establishment of the Critical Buildings Team and the Wellington Engineering Leadership Group. An overview is provided of the Targeted Assessment Programme subsequently undertaken by Wellington City Council to look more closely at the buildings most likely to be affected. Background is provided to the key elements of the Targeted Damage Evaluation Guidelines that were developed in support of this programme, including the relationship with the Detailed Engineering (Damage) Evaluation process used following the Canterbury Earthquake Sequence.
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2016年11月Kaikōura地震后惠灵顿建筑的工程评估过程
2016年11月14日Kaikōura地震导致了长时间的震动,超过了惠灵顿许多建筑物的规范要求,基本周期在1到2秒之间,特别是在城市的一些地区,由于盆地效应和更深的沉积物,震动被放大了,特别是在港口地区或桑顿盆地。本文概述了工程师的初步反应和在Kaikōura地震后几周内在惠灵顿进行的工程评估过程,以及通过建立关键建筑团队和惠灵顿工程领导小组向惠灵顿市议会提供的技术支持。概述了惠灵顿市议会随后开展的目标评估计划,以更密切地关注最有可能受到影响的建筑物。背景介绍了为支持本项目而制定的目标损害评估指南的关键要素,包括与坎特伯雷地震序列后使用的详细工程(损害)评估过程的关系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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