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https://doi.org/10.13167/2020.21.2

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

Patricija Ravlić ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek
Ivan Kraus   ORCID icon orcid.org/0000-0002-4479-1487 ; Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek

Puni tekst: engleski, pdf (540 KB) str. 18-29 preuzimanja: 0* citiraj
APA 6th Edition
Ravlić, P. i 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. https://doi.org/10.13167/2020.21.2
MLA 8th Edition
Ravlić, Patricija i 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, br. 21, 2020, str. 18-29. https://doi.org/10.13167/2020.21.2. Citirano 23.01.2021.
Chicago 17th Edition
Ravlić, Patricija i 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, br. 21 (2020): 18-29. https://doi.org/10.13167/2020.21.2
Harvard
Ravlić, P., i 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), str. 18-29. https://doi.org/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 [pristupljeno 23.01.2021.];11(21):18-29. https://doi.org/10.13167/2020.21.2
IEEE
P. Ravlić i 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, br. 21, str. 18-29, 2020. [Online]. https://doi.org/10.13167/2020.21.2

Sažetak
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.

Ključne riječi
Foundation soil; reinforced concrete frame structure; ground motion records; predominant excitation period; mean excitation period; soil stratification

Hrčak ID: 249690

URI
https://hrcak.srce.hr/249690

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