MODELING OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE BY COMBINING 1D FREE-FIELD AND 2D PSEUDO-STATIC ANALYSES

MODELING OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE BY COMBINING 1D FREE-FIELD AND 2D PSEUDO-STATIC ANALYSES

The paper deals with the evaluation of tunnel construction subjected to earthquake using a pseudostatic analysis combined with the finite element method. The initial stage of calculation is concerned with the design of computational model and subsequent analysis of the actual excavation process. The...

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Bibliographic Details
Main Authors: Tereza Poklopová, Veronika Pavelcová, Tomáš Janda, Michal Šejnoha
Format: Article
Language:English
Published: Czech Technical University in Prague 2018-12-01
Series:Acta Polytechnica CTU Proceedings
Subjects:
earthquake, shear weave, accelerogram, finite element method, free-field, pseudostatic, absorbing boundary, fixed boundary, lining forces
Online Access:https://ojs.cvut.cz/ojs/index.php/APP/article/view/5335
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