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2011 Sikkim Earthquake at Eastern Himalayas: Lessons learnt from performance of structures

机译:2011年喜马拉雅东部锡金地震:从建筑物的性能中学到的教训

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On 18 September 2011, all the Indian states and countries surrounding Sikkim witnessed a devastating moderate earthquake of magnitude 6.9 (Mw). Originating in Silddm-Nepal border with an intensity of VI+ in MSK scale, this earthquake caused collapse of both unreinforced masonry buildings, heritage structures and framed structures followed by landslides and mud slides at various places of Sikkim. Significant damages have been observed in relatively new framed structures mainly in Government buildings, thick masonry structures, while, the older wooden frame (ekra) non-engineered structures performed well during the earthquake. Further, it is noteworthy that government buildings suffered more than private ones and damages were observed more in newer framed structures than older ones. Analysis of the damages identify lateral spreading of slope, pounding of buildings, out-of-plane rotation, generation of structural cracks, plastic hinge formation at column capitals and damage of infill wall material as predominant damage features. A few remedial measures are also attempted to be mentioned with future need of research and application. It has been felt to create awareness regarding these issues and is the need of the hour. (C) 2015 Elsevier Ltd. All rights reserved.
机译:2011年9月18日,锡金周围的所有印度州和国家目睹了6.9级(Mw)毁灭性中等地震。这次地震发源于MSDD规模为VI +的Silddm-Nepal边界,导致锡金各个地方的未加固砖石建筑,遗产结构和框架结构倒塌,随后发生滑坡和泥石流。在相对较新的框架结构中,尤其是在政府建筑物,厚砌体结构中,已观察到重大损坏,而在地震中,较旧的木制框架(ekra)非工程结构表现良好。此外,值得注意的是,政府建筑物遭受的损害要比私人建筑物遭受的损害更大,而且在新型框架结构中所遭受的破坏要比老式建筑物更为严重。破坏分析将坡度的横向扩展,建筑物的撞击,平面外旋转,结构裂缝的产生,柱头处的塑料铰链形成以及填充墙材料的破坏确定为主要破坏特征。为了将来研究和应用的需要,还尝试了一些补救措施。人们感到需要提高对这些问题的认识,这是需要时间的。 (C)2015 Elsevier Ltd.保留所有权利。

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