GIS程序,用于评估施工期间与符合建筑安全标准的结果之间的关系。拉奎拉地震案例(2009年)

C. Pesaresi, Diego Gallinelli
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引用次数: 0

摘要

地震(Ml=5.8;2009年4月6日发生在拉奎拉(意大利阿布鲁佐地区)的里氏6.3级地震,在地震坑的其他56个城市造成了巨大的广泛破坏,这也为积极反思避免类似悲剧重演的必要性提供了重要的投入,从已经发生的灾难中吸取教训。事实上,拉奎拉和其他遭受地震袭击的城市代表了一个露天分析实验室,可以直接揭示和看到场地上不同建筑物的弱点,这些建筑物没有充分抵御冲击。为了为社会效用提供重要的数据,在本文中,我们说明了构成GIS程序的步骤,我们认为这些步骤是为了评估建设周期与符合建筑安全标准的结果之间的关系。通过连续的活动,我们也能够产生三维场景——即时的交流影响,能够显示跨学科分析和战略规划的细节——我们描绘了拉奎拉在每个建设时期的城市演变,并绘制了对建筑物的破坏程度。相关分析和定量数据使我们能够表明,在拉奎拉的情况下,“无法使用的建筑物”的主要百分比以及这些“由于外部风险而被废弃的建筑物”涉及到1955年之前建造的建筑物,然后是1956-1975年期间建造的建筑物,其次是1976-1988年和1989-1994年期间建造的建筑物。类似的结果,结合其他具体信息,可以提供确定和应用必要的综合措施的可能性,以适当的方式应对未来的地震,而不是被动的认识到地震的风险。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
GIS procedure to evaluate the relationship between the period of construction and the outcomes of compliance with building safety standards. The case of the earthquake in L’Aquila (2009)
The earthquake (Ml=5.8; Mw=6.3) that shook L’Aquila (Abruzzo region, Italy) on 6 April 2009 and caused huge widespread damage in the other 56 municipalities of the seismic crater has also provided important input to reflect proactively on the need to avoid the repetition of similar tragedies, learning from the ca-lamities that have occurred. In fact, L’Aquila and the other municipalities hit by the earthquake represent an open-air analysis laboratory to reveal and directly see the weak points of the different buildings on the field which did not adequately resist the shocks. In order to provide important data for social utility, in this paper we illustrate the steps which constitute a GIS procedure that we have thought in order to evaluate the relationship between the period of construction and the outcomes of compliance with building safety stand-ards. Through sequential activities which have enabled us to also produce three-dimensional scenarios – of immediate communicative impact and able to show details for interdisciplinary analysis and strategical planning – we have portrayed the urban evolution of L’Aquila per period of construction and mapped the level of damage to the buildings. The relational analysis and quantitative data have permitted us to show that in the case of L’Aquila the major percentages of “unusable buildings”, and also these together with “condemned buildings due to external risks” concern the structures erected until 1955 and then in the 1956-1975 period, followed by the ones constructed in the periods of 1976-1988 and 1989-1994. Similar results, in conjunction with other specific information, can offer the possibility to define and apply the consolida-tion measures necessary to tackle future earthquakes in an appropriate way, without a passive sense of res-ignation and with a deeper awareness of seismic risk.
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