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Seismic Vulnerability Assessment of Existing Building Stocks at Chandgaon in Chittagong city, Bangladesh

机译:孟加拉国吉大港市昌德翁市现有建筑物的地震易损性评估

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The draft of Bangladesh National Building Code (BNBC)-2012 has been updated the seismic coefficient of 0.28g (with Zone III) for Chittagong region, which is larger than the previous of 0.15g (with Zone II). Chittagong is the largest port city and commercial capital of Bangladesh, which has many development activities as like of planned residential areas. Although BNBC code is up-to-date with earthquake provisions since 1993 with interpreting several new clauses and provisions, but in case of pre-code revision structures it is quite unsafe. Thus it is quite impossible to reduce earthquake damage without considering the safety of pre-code revision structures. In this regards earthquake vulnerability of Chandgaon Residential Area(R/A) has been assessed on the basis of potential structural vulnerability of more than 300 buildings. Initial results reveal that there have large varieties of construction practices, however, predominantly RCC structures were found. RVS score of these structures reveal that in general buildings are of minimum quality and further evaluation and strengthening of buildings is recommended. Walk down evaluation encountered several factors which were responsible for comparatively lower range of vulnerability scores.
机译:孟加拉国国家建筑法规(BNBC)-2012的草案对吉大港地区的地震系数进行了更新,为0.28g(带III区),大于之前的0.15g(带II区)。吉大港(Chittagong)是孟加拉国最大的港口城市和商业之都,它有许多发展活动,例如计划中的居民区。尽管BNBC法规自1993年以来是最新的地震法规,并解释了几个新的条款和规定,但是对于预法规修订结构而言,这是非常不安全的。因此,如果不考虑预编码修订结构的安全性,就不可能减少地震破坏。在这方面,已根据300多个建筑物的潜在结构脆弱性评估了Chandgaon住宅区(R / A)的地震脆弱性。初步结果表明,这里的建筑实践种类繁多,但是主要是碾压混凝土结构。这些结构的RVS分数表明,一般建筑物的质量最低,建议进一步评估和加固建筑物。步行评估遇到了几个因素,这些因素导致漏洞评分的相对较低。

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