On surface wave fields arising in soil-structure interaction problems

被引:1
作者
Ege, Nihal [1 ]
Erbas, Baris [1 ]
Chorozoglou, Andreas [2 ]
Kaplunov, Julius [2 ]
Prikazchikov, Danila A. [2 ]
机构
[1] Anadolu Univ, Dept Math, TR-26470 Eskisehir, Turkey
[2] Keele Univ, Sch Comp & Math, Keele ST5 5BG, Staffs, England
来源
X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017) | 2017年 / 199卷
关键词
Rayleigh wave; internal source; soil-structure interaction; ELASTIC HALF-SPACE; ARBITRARY PROFILE; SCHOLTE WAVES; RAYLEIGH; MEDIA;
D O I
10.1016/j.proeng.2017.09.253
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The paper aims at generalization of the specialized formulation, originally developed for the surface wave fields induced by prescribed surface stresses. We extend this formulation to soil-structure interaction problems with unknown contact stresses and internal sources. The problem for an internal source embedded in an elastic half-plane is reduced to that for prescribed surface stresses by considering the point source solution for an unbounded medium. In this case the sub-problems corresponding to normal and tangential stresses assume a separate treatment. Then, we analyze interaction of an elastic half-plane with a one degree of freedom mass-spring system. The focus is on a near-resonant regime investigated by a perturbation technique. (C) 2017 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:2366 / 2371
页数:6
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