Effect of Soil on the Seismic Response of Structures Taking Into Consideration Soil-Structure Interaction

IF 0.5 Q4 ENGINEERING, GEOLOGICAL
Radhwane Boulkhiout, S. Messast
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引用次数: 2

Abstract

The present study covers the influence of soil-structure interaction on the response of structures and civil engineering constructions under seismic excitation. The response of the structures being studied was evaluated, first, using a perfectly embedded structure at the base. Then, using two different models to model soil-structure contact, the finite element model and a rheological model (springs and dampers) in order to illustrate the impact of soil type behavior on structure response was considered based on periods, displacements, and stresses. On the other hand, the effect of superstructure type and its stiffness on the seismic response will be determined, first, using a reinforced concrete frame with shear walls and, second, using a girder bridge. Finally, in each model mentioned above, a parametric study was conducted to better understand the dynamic behavior of the analyzed structure. As for modelling by finite element method, the study was achieved using SAP2000 code.
考虑土-结构相互作用的土体对结构地震反应的影响
本文研究了土-结构相互作用对结构和土木工程结构在地震作用下的响应的影响。所研究的结构的响应进行了评估,首先,使用一个完美的嵌入结构在基础上。然后,采用有限元模型和流变模型(弹簧和阻尼器)两种不同的模型来模拟土-结构接触,以说明基于周期、位移和应力的土类型行为对结构响应的影响。另一方面,上部结构类型及其刚度对地震反应的影响将被确定,首先,使用带剪力墙的钢筋混凝土框架,其次,使用梁桥。最后,在上述每个模型中,进行了参数化研究,以更好地了解所分析结构的动力行为。在有限元建模方面,采用SAP2000程序进行了研究。
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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来源期刊
CiteScore
1.90
自引率
25.00%
发文量
11
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