Influence of numerical soil model type on dynamic response of reinforced concrete frame structures

Ravlić, Patricija; Kraus, Ivan

doi:10.13167/2020.21.2

Scientific paper - Original scientific paper

Influence of numerical soil model type on dynamic response of reinforced concrete frame structures

Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 11 (2020), 21; 18-29. https://doi.org/10.13167/2020.21.2

Ravlić, Patricija; Kraus, Ivan

Cite this document

APA 6th Edition

Ravlić, P. & Kraus, I. (2020). Influence of numerical soil model type on dynamic response of reinforced concrete frame structures. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 11. (21), 18-29. doi: 10.13167/2020.21.2

MLA 8th Edition

Ravlić, Patricija and Ivan Kraus. "Influence of numerical soil model type on dynamic response of reinforced concrete frame structures." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 11, no. 21, 2020, pp. 18-29. https://doi.org/10.13167/2020.21.2

Chicago 17th Edition

Ravlić, Patricija and Ivan Kraus. "Influence of numerical soil model type on dynamic response of reinforced concrete frame structures." Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS 11, no. 21 (2020): 18-29. https://doi.org/10.13167/2020.21.2

Harvard

Ravlić, P. and Kraus, I. (2020) 'Influence of numerical soil model type on dynamic response of reinforced concrete frame structures', Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, 11(21), pp. 18-29. doi: 10.13167/2020.21.2

Vancouver

Ravlić P, Kraus I. Influence of numerical soil model type on dynamic response of reinforced concrete frame structures. Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS [Internet]. 2020 [cited 2024 December 24];11(21):18-29. doi: 10.13167/2020.21.2

IEEE

P. Ravlić and I. Kraus, "Influence of numerical soil model type on dynamic response of reinforced concrete frame structures", Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS, vol. 11, no. 21, pp. 18-29, 2020. [Online]. Available at: https://urn.nsk.hr/urn:nbn:hr:133:618203. [Accessed: 24 December 2024]

Cite this item: https://urn.nsk.hr/urn:nbn:hr:133:618203

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Metadata

Title (english)	Influence of numerical soil model type on dynamic response of reinforced concrete frame structures
Author	Patricija Ravlić
Author	Ivan Kraus
Author's institution	Josip Juraj Strossmayer University of Osijek Faculty of Civil Engineering and Architecture Osijek
Scientific / art field, discipline and subdiscipline	TECHNICAL SCIENCES Civil Engineering
Abstract (english)	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 using various approaches to soil foundation modeling. This study was conducted for 70 different cases. Three actual soil profiles and two structures were analyzed, and the soil was modeled in three ways. Dynamic analysis was performed using five records of previous earthquakes. Finally, the relationship between the magnitude of the top displacement of the structure and the frequency content of ground motions was established.
Keywords (english)
Language	english
Publication type	Scientific paper - Original scientific paper
Publication status	Published
Peer review	Peer review
Publication version	Published version
Journal title	Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS
Numbering	vol. 11, no. 21, pp. 18-29
e-ISSN	1847-8948
DOI	https://doi.org/10.13167/2020.21.2
URN:NBN	urn:nbn:hr:133:618203
Publication	2020
Document URL	https://hrcak.srce.hr/249690
Type of resource	Text
Access conditions	Open access
Terms of use
Created on	2021-03-16 10:49:32