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

被引:1
作者
Boulkhiout, Radhwane [1 ]
Messast, Salah [1 ]
机构
[1] Univ 20 August 1955, Dept Civil Engn, LMGHU Lab, Skikda, Algeria
关键词
Damper; Finite Element Model; Rheological Model; SAP2000; Seismic Excitation; Soil-Structure Interaction; Springs; Stiffness; DYNAMIC-RESPONSE; PILE;
D O I
10.4018/IJGEE.2020070104
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
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.
引用
收藏
页码:72 / 90
页数:19
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