THE INFLUENCE OF BOUNDARY CONDITIONS ON THE RESPONSE OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE
The paper deals with the prediction of the response of a real underground structure subjected to earthquake. A fully dynamic analysis is carried out in the GEO5 FEM program using the Finite Element Method. Limiting our attention to a two-dimensional analysis we focus on the implementation of special...
Main Authors: | Veronika Pavelcová, Tereza Poklopová, Tomáš Janda, Michal Šejnoha |
---|---|
Format: | Article |
Language: | English |
Published: |
CTU Central Library
2018-12-01
|
Series: | Acta Polytechnica CTU Proceedings |
Subjects: | |
Online Access: | https://ojs.cvut.cz/ojs/index.php/APP/article/view/5332 |
Similar Items
-
MODELING OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE BY COMBINING 1D FREE-FIELD AND 2D PSEUDO-STATIC ANALYSES
by: Tereza Poklopová, et al.
Published: (2018-12-01) -
INFLUENCE OF MATERIAL DAMPING ON THE RESPONSE OF UNDERGROUND STRUCTURES SUBJECTED TO EARTHQUAKE
by: Veronika Pavelcová, et al.
Published: (2020-03-01) -
On conceptual provisions of design standards for earthquake-resistant construction
by: Anatoly V. Perelmuter, et al.
Published: (2020-12-01) -
On a reaction–diffusion–advection system: fixed boundary or free boundary
by: Ying Xu, et al.
Published: (2018-05-01) -
M-dissipative boundary conditions and boundary tuples for Maxwell operators
by: Eller, M., et al.
Published: (2022)