基于生物地震剖面和增量动力分析的钢筋混凝土建筑结构诊断

Juan J. Olivera-López, Claudio A. Oyarzo-Vera
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引用次数: 0

摘要

本研究对一栋14层高的住宅建筑进行了全球结构健康评估,该建筑可能容易受到地震和海啸的破坏。该建筑建于2013年,位于Concepción(智利)的沿海地区,该地区在2010年Maule发生了8.8级地震。采用破坏性试验(岩心提取和试验)和非破坏性试验(硬度计)相结合的方法进行结构评价。利用实验获得的信息,生成了建筑物的线性数值模型,该模型用于使用生物地震剖面和增量动力分析方法评估建筑物的整体健康状况。本研究结果表明,建筑物在地震事件中表现良好,但由于位移超出了地震伸缩缝允许的范围,因此建筑物容易受到损坏。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Diagnóstico estructural de un edificio de hormigón armado basado en su perfil bio-sísmico y un análisis dinámico incremental
This study presents a global structural health assessment of a 14-story high residential building, potentially vulnerable to damage due to earthquakes and tsunamis. This building was built in 2013 and is located in the coastal area of Concepción (Chile), the same area affected by the M w = 8.8 earthquake in Maule 2010. The structural assessment was carried out by combining destructive tests (cores’ extraction and test) and non-destructive tests (sclerometer). Using the information obtained experimentally, a linear numerical model of the building was generated, which was used to assess the overall health of the building using a methodology called bio-seismic profile and an incremental dynamic analysis. The results of this study demonstrate that the building would perform well during seismic events, but it would be susceptible to damage due to the displacements, since these exceed the range allowed by seismic expansion joints.
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