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首页> 外文期刊>International Journal of Engineering Research and Applications >Seismic Evaluation and Retrofitting of RC Building by Using Energy Dissipating Devices
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Seismic Evaluation and Retrofitting of RC Building by Using Energy Dissipating Devices

机译:消能器对钢筋混凝土建筑的抗震评估与改造

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The Buildings, which appeared to be strong enough, may crumble like houses of cards during earthqua ke and deficiencies may be exposed. Experience gain from the recent earthquake of Bhuj, 2001 demo nstrates that the mo st of buildings collapsed were found deficient to meet out the requirements of the present day codes. In last decade, four devastating earthquakes of world have been occurred in India, and low to mild intensities earthquakes are shaking our land frequently. It has raised the questions about the adequacy of framed structures to resist strong motions, since many buildings suffered great damage or collapsed. Under such circumstances, seismic qualification of existing buildings has become extremely important. Seismic qualification eventually leads to retrofitting of the deficient structures In the proposed investigation a performance based evaluation and retrofit of an existing hostel building in Babasaheb Naik College of Engineering, Pusad. Built in 1987, the subject hostel building is a four-story, rectangular structure. A nonlinear static pushover analysis using the displacement coefficient method, as described in FEMA 356, is used to evaluate the seismic performance of the existing building. A seismic retrofit using energy dissipating device based on pushover analysis is proposed for the life-safety target performance of the existing building.
机译:看起来足够坚固的建筑物可能会像地震期间的纸牌屋一样坍塌,并且可能会暴露出不足之处。从最近发生的2001年布杰地震中获得的经验表明,倒塌的建筑物多数无法满足当今法规的要求。在过去的十年中,印度发生了四场毁灭性的地震,低至中度烈度地震频频震撼我们的土地。由于许多建筑物遭受了严重破坏或倒塌,因此提出了有关框架结构是否足以抵抗强烈运动的问题。在这种情况下,现有建筑物的抗震鉴定变得非常重要。地震鉴定最终导致了缺陷结构的改造。在拟议的调查中,对基于性能的评估和改造了位于Pusad的Babasaheb Naik工程学院的现有宿舍楼。旅馆的主题建筑始建于1987年,是一幢四层楼的矩形结构。如FEMA 356中所述,使用位移系数法进行的非线性静态推覆分析用于评估现有建筑物的抗震性能。针对现有建筑物的生命安全目标性能,提出了一种基于推覆分析的耗能装置抗震改造方案。

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