Seismic vulnerability scenarios of Unreinforced Masonry churches in New Zealand

被引:9
|
作者
Goded, T. [1 ]
Lewis, A. [1 ]
Stirling, M. [2 ]
机构
[1] Inst Geol & Nucl Sci, 1 Fairway Dr, Lower Hutt 5010, New Zealand
[2] Univ Otago, 362 Leith St, Dunedin 9016, New Zealand
关键词
Churches; New Zealand; Seismic damage scenarios; Unreinforced masonry; Vulnerability curves; Vulnerability index method; MODIFIED MERCALLI INTENSITY; EARTHQUAKE; DAMAGE; MODELS;
D O I
10.1007/s10518-018-0351-7
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A vulnerability analysis of c.300 unreinforced Masonry churches in New Zealand is presented. The analysis uses a recently developed vulnerability index method (Cattari et al. in Proceedings of the New Zealand Society for Earthquake Engineering NZSEE 2015 conference, Rotorua, New Zealand, 2015a; b; SECED 2015 conference: earthquake risk and engineering towards a Resilient World, Cambridge; Goded et al. in Vulnerability analysis of unreinforced masonry churches (EQC 14/660)-final report, 2016; Lagomarsino et al. in Bull Earthq Eng, 2018), specifically designed for New Zealand churches, based on a widely tested approach for European historical buildings. It consists of a macroseismic approach where the seismic hazard is defined by the intensity and correlated to post seismic damage. The many differences in typologies of New Zealand and European churches, with very simple architectural designs and a majority of one nave churches in New Zealand, justified the need to develop a method specifically created for this country. A statistical analysis of the churches damaged during the 2010-2011 Canterbury earthquake sequence was previously carried out to develop the vulnerability index modifiers for New Zealand churches. This new method has been applied to generate seismic scenarios for each church, based on the most likely seismic event for 500 years return period, using the latest version of New Zealand's National Seismic Hazard Model. Results show that highly vulnerable churches (e.g. stone churches and/or with a weak structural design) tend to produce higher expected damage even if the intensity level is lower than for less vulnerable churches in areas with slightly higher seismicity. The results of this paper provide a preliminary tool to identify buildings requiring in depth structural analyses. This paper is considered as a first step towards a vulnerability analysis of all the historical buildings in the country, in order to preserve New Zealand's cultural and historical heritage.
引用
收藏
页码:3957 / 3999
页数:43
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