Chaibedra Belkacem, Benanane Abdelkader, Boutaraa Zohra
Laboratory of Materials and Constructions Processes, Abdelhamid Ibn Badis University, Algeria.
Materials Sciences and Environment Laboratory, Hassiba Ben Bouali University, Algeria.
Jamba. 2018 Mar 27;10(1):473. doi: 10.4102/jamba.v10i1.473. eCollection 2018.
The focus of this study was the seismic vulnerability assessment of buildings constituting Mostaganem city in Algeria. Situated 320 km to the west of Algiers, Mostaganem city encompasses a valuable cultural and architectural built heritage. The city has suffered several moderate earthquakes in recent years; this has led to extensive structural damage to old structures, especially unreinforced historical buildings. This study was divided into two essential steps, the first step being to establish fragility curves based on a non-linear static pushover analysis for each typology and height of buildings. Twenty-seven pushover analyses were performed by means of SAP2000 software (three analyses for each type of building). The second step was to adopt the US HAZUS software and to modify it to suit the typical setting and parameters of the city of Mostaganem. A seismic vulnerability analysis of Mostaganem city was conducted using HAZUS software after inputting the new parameters of the fragility curves established within the first step. The results indicated that the number of poor-quality buildings expected to be totally destroyed under a 5.5 Mw earthquake scenario could reach more than 28 buildings. Three percent of unreinforced masonry (URM) buildings were completely damaged and 10% were extensively damaged. Of the concrete frame buildings, 6% were extensively damaged and 19% were moderately damaged. According to the built year, 6% of both concrete frame and URM buildings built before 1980 are estimated to be collapsing. Buildings constructed between 1980 and 1999 are more resistant; 8% of those structures were extensively damaged and 18% were moderately damaged. Only 10% of buildings constructed after 1999 were moderately damaged. The results also show that the main hospital of the city, built before 1960, will be extensively damaged during an earthquake of 5.5 Mw. The number of human casualties could reach several hundreds - 10.5% of residents of URM buildings are injured or dead. Compared with the URM buildings, concrete frame buildings have lower casualty rates of 1.5% and 0.5% for those built before and after 1980, respectively. It was concluded that Mostaganem city belongs to seismic vulnerable zones in Algeria; in this regard, an action plan is needed for the rehabilitation of old constructions. In addition, the effectiveness of establishing and introducing new and appropriate fragility curves was demonstrated.
本研究的重点是对阿尔及利亚穆斯塔加奈姆市的建筑物进行地震易损性评估。穆斯塔加奈姆市位于阿尔及尔以西320公里处,拥有宝贵的文化和建筑遗产。近年来,该市遭受了几次中等强度的地震;这导致旧建筑,尤其是未加固的历史建筑遭受了广泛的结构破坏。本研究分为两个基本步骤,第一步是基于非线性静力推覆分析为每种建筑类型和高度建立易损性曲线。借助SAP2000软件进行了27次推覆分析(每种建筑类型进行三次分析)。第二步是采用美国的HAZUS软件并对其进行修改,以适应穆斯塔加奈姆市的典型环境和参数。在输入第一步中建立的易损性曲线的新参数后,使用HAZUS软件对穆斯塔加奈姆市进行了地震易损性分析。结果表明,在5.5级地震情景下预计完全损毁的质量较差的建筑物数量可能超过28栋。3%的无筋砌体(URM)建筑完全受损,10%的建筑严重受损。在混凝土框架建筑中,6%的建筑严重受损,19%的建筑中度受损。根据建造年份估计,1980年以前建造的混凝土框架建筑和URM建筑中有6%会倒塌。1980年至1999年间建造的建筑更具抗震性;其中8%的建筑严重受损,18%的建筑中度受损。1999年以后建造的建筑中只有10%中度受损。结果还表明,该市建于1960年以前的主要医院在5.5级地震中将遭受严重破坏。人员伤亡数量可能达到数百人——URM建筑中有10.5%的居民受伤或死亡。与URM建筑相比,混凝土框架建筑的伤亡率较低,1980年以前和以后建造的混凝土框架建筑的伤亡率分别为1.5%和0.5%。得出的结论是,穆斯塔加奈姆市属于阿尔及利亚的地震脆弱区;在这方面,需要制定一项旧建筑修复的行动计划。此外,还证明了建立和引入新的合适的易损性曲线的有效性。