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...
Main Authors: | Patricija Ravlić, Ivan Kraus |
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Format: | Article |
Language: | English |
Published: |
Faculty of Civil Engineering Osijek
2021-01-01
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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 |
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