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Seismic vulnerability study of historical buildings in Old Montreal: overview and perspectives

机译:旧蒙特利尔历史建筑的地震脆弱性研究:概述与观点

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This paper presents a review of the vulnerability evaluation methods available to study a group of buildings in the historic Old Montreal district based on their structural characterisation. The seismic vulnerability of structures is one of the key elements, along with the seismic hazard, site effect, value and exposure, to determine the seismic risk associated to a group of buildings. The city of Montreal, in Eastern Canada, has an effective seismic zone of 3 and 4, respectively, which is qualified as moderate to high seismicity on a scale of 0 to 6. Therefore, there is a need to develop tools to evaluate the seismic vulnerability of existing constructed facilities. Montreal historic buildings constitute an important and valuable segment of these facilities. A comprehensive inventory of Old Montreal buildings and their structural characteristics led to the identification of the dominant types of structure: unreinforced masonry bearing wall structures and moment-resisting frame structures with infill masonry walls. A review of the existing procedures for the evaluation of the seismic vulnerability of groups of buildings based on the European and North American experiences was carried out and procedures based on structural typology are considered as the most appropriate for this group of buildings along with the development of simplified models to obtain vulnerability functions.
机译:本文介绍了根据其结构特征的历史悠久的蒙特利尔区研究一组建筑物的漏洞评估方法综述。结构的地震脆弱性是关键要素之一,以及地震危害,现场效应,价值和暴露,确定与一组建筑物相关的地震风险。在加拿大东部的蒙特利尔市分别具有3和4的有效地震区,符合0至6的等级中的适度至高地震性。因此,需要开发工具来评估地震的工具现有建造设施的脆弱性。蒙特利尔历史建筑构成了这些设施的重要和有价值的部分。旧蒙特利尔建筑的综合库存及其结构特征导致了占主导地位的结构:未充气的砌体轴承墙体结构,耐填料砌体墙壁的力矩框架结构。对基于欧洲和北美经验的建筑物群体群体的地震脆弱性的现有程序审查,并基于结构性类型学的程序被认为是这组建筑物的最适合的简化模型以获取漏洞功能。

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