新西兰奥克兰地区商业砖石填充建筑的地震风险评估

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Rijalul Fikri, Matt Gerstenberger, Jason Ingham
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引用次数: 0

摘要

2010/2011 年新西兰坎特伯雷地震发生后,奥克兰委员会积极识别并评估了奥克兰地区的商业建筑,以确定它们是否易受地震影响。砌体填充建筑是被认为具有潜在地震易发性的一类建筑类型,该建筑类型在奥克兰地区所有商业建筑中占很大比例(9%)。尽管奥克兰地区在新西兰现行的地震荷载标准中被归类为低地震区,但位于奥克兰地区内的怀罗亚北断层的破裂有可能在未来产生明显的地震震动。所报告的研究旨在预测低层和中层砌体填充建筑在受到怀罗亚北断层产生的地面震动(包括主震和余震联合地震序列)时的损坏分布情况。结果表明,与低层砌体填充式建筑相比,中层砌体填充式建筑预计会受到严重破坏。此外,在发生余震的情况下,预测中层砌体填充建筑的地震风险将显著增加。坎特伯雷地震序列的震后观测显示,与低层砌体填充式建筑相比,中层砌体填充式建筑遭受的破坏程度更高,因此中层砌体填充式建筑(与低层砌体填充式建筑相比)的地震风险增加并不奇怪。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Seismic risk assessment for commercial masonry infill buildings within the Auckland region of New Zealand

Seismic risk assessment for commercial masonry infill buildings within the Auckland region of New Zealand

Following the 2010/2011 Canterbury, New Zealand earthquake sequence, Auckland Council actively identified and assessed commercial buildings within the Auckland region to establish whether they were earthquake prone. Masonry infill buildings are one class of building type that was considered to be potentially earthquake-prone, with this building type constituting a significant proportion (9%) of all commercial buildings in the Auckland region. Despite the Auckland region being categorised as a low seismicity region in the current New Zealand seismic loadings standard, rupture of the Wairoa North fault located within the Auckland region could potentially generate significant earthquake shaking in the future. The reported study was undertaken to forecast the damage distribution for low-rise and mid-rise masonry infill buildings when subjected to ground motions from the Wairoa North fault that incorporated a combined mainshock-aftershock earthquake sequence. The results showed that mid-rise masonry infill buildings were forecast to exhibit significant damage when compared to low-rise masonry infill buildings. In addition, the seismic risk associated with mid-rise masonry infill buildings was forecast to significantly increase when aftershock earthquake scenarios were applied. It is noted that the increased seismic risk of mid-rise masonry infill buildings (when compared to their low-rise equivalent) was unsurprising because post-earthquake observation following the Canterbury earthquake sequence showed that mid-rise masonry infill buildings sustained higher levels of damage in comparison to low-rise masonry infill buildings.

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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
期刊介绍: Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings. Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more. This is the Official Publication of the European Association for Earthquake Engineering.
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