Efectos topográficos, de sitio e interacción estructura-suelo-estructura. Un caso de estudio

Julio Sucasaca, E. Sáez
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Abstract

In this work, we investigate the influence of slope topography, site effects and dynamic interaction between shear-wall buildings located closely on a sandy coastal scarp. To this end, a numerical model is developed based on real site and buildings properties calibrated and taken as case of study. Wave propagation analyses are conducted to derive topographical amplification factors and to assess dynamic buildings responses for different scenarios. It was found that the surface profile of the site has a large effect on the dynamic response of low-rise stiff buildings. Moreover, it is shown that structure-soil-structure scenario has negligible effect from a practical point of view in comparison to soil-structure interaction. The results suggest that care should be taken in the design of low-rise stiff buildings located near a slope crest.
地形、场地和结构-土壤-结构相互作用的影响。一个案例研究
在这项工作中,我们研究了边坡地形,场地效应和剪力墙建筑物之间的动力相互作用的影响,这些建筑物位于砂质海岸陡坡上。为此,建立了基于实际场地和建筑物属性的数值模型,并进行了标定和实例研究。进行了波浪传播分析,以得出地形放大系数,并评估不同情况下建筑物的动态响应。研究发现,场地的表面轮廓对低层刚性建筑的动力响应有较大的影响。此外,从实际的角度来看,结构-土-结构情景的影响与土-结构相互作用相比可以忽略不计。研究结果表明,靠近坡顶的低矮刚性建筑在设计时应慎重考虑。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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