INFLUENCE OF NUMERICAL SOIL MODEL TYPE ON DYNAMIC RESPONSE OF REINFORCED CONCRETE FRAME STRUCTURES

In engineering practice, numerical models of structures are typically supported using nondeformable media. However, the compliance and stratification of the underlying soil influence the seismic response of the structure. Its influence on structures subjected to dynamic loads has been investigated u...

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Bibliographic Details
Main Authors: Patricija Ravlić, Ivan Kraus
Format: Article
Language:English
Published: Faculty of Civil Engineering Osijek 2021-01-01
Series:e-GFOS
Subjects:
Online Access:http://e-gfos.gfos.hr/app/storage/protected/04-01-2021-19-21-01-egfos-2020-21-2.pdf