Effects and dynamic behaviour of soil- framed structure interaction

被引:2
|
作者
Dhehbiya, Guerdouh [1 ]
Salah, Khalfallah [2 ]
机构
[1] Sveuciliste Bejaia, Tehn Fak, Odjel Gradevinarstvo, Bejaia, Algeria
[2] ENP Konstantina, Lab Mehaniku & Napredne Mat, El Khroub, Algeria
来源
GRADEVINAR | 2022年 / 74卷 / 01期
关键词
soil-structure interaction dynamics; dynamic analysis; finite element method; soil; frame structure; THIN-LAYER ELEMENT; INTERFACES; MODEL;
D O I
10.14256/JCE.2301.2017
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The effect and behaviour of soil -framed-structure interaction (SSI) under dynamic load conditions are presented in the paper. All civil engineering structures involve various types of structural elements that are in direct contact with soil. Hence, a new thin-layer interface element, based on the concept of the finite element method, is formulated. The formulation is elaborated using a combination of degrees of freedom of the top and bottom sides of the interface elements. The compatibility conditions of displacements between beam elements and quadrilateral soil elements are applied. Thus, a numerical program integrating the thin-layer interface element is developed for this purpose. The obtained results show that interaction between the soil and a framed structure has a considerable influence on the structural dynamic response of system components. Additionally, a parametric study has been elaborated to quantify the significance of interface behaviour on the soil and on the framed structure under dynamic load.
引用
收藏
页码:9 / 20
页数:12
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