Dynamic Response of Rock Slopes under Obliquely Incident Seismic Waves

In this study, the seismic input model of slope is proposed to investigate the dynamic response of the rock slope under obliquely incident seismic wave on the basis of the time-domain wave analysis method. The model includes viscoelastic boundary considering the infinite foundation radiation damping...

Full description

Saved in:
Bibliographic Details
Main Authors: Biao Liu, Boyan Zhang
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2020/8859584
Tags: Add Tag
No Tags, Be the first to tag this record!