Zobrazeno 1 - 10
of 80
pro vyhledávání: '"Radomir Folić"'
Autor:
Miloš Čokić, Radomir Folić
Publikováno v:
Građevinar, Vol 73, Iss 01., Pp 27-44 (2021)
The robustness of a reinforced concrete (RC) five-storey building (frame system stiffened by walls) is analysed in the paper. A high ductility class structure is designed in accordance with structural Eurocodes. The response of the structure to eight
Externí odkaz:
https://doaj.org/article/db242eb081654256a6717fefc26894ad
Publikováno v:
Tehnički Vjesnik, Vol 28, Iss 4, Pp 1425-1432 (2021)
The revitalization of existing masonry buildings, built decades ago, is a very topical and complex structural engineering issue, especially when the building was built in the area of significant seismic activity. A large number of masonry buildings i
Externí odkaz:
https://doaj.org/article/cde72f2180a94cc6af5639c0e1160156
Publikováno v:
Građevinar, Vol 70, Iss 09., Pp 757-770 (2018)
U radu je analiziran utjecaj momenta koji se prenosi spojem unutrašnjeg stupa i ploče, te utjecaj čvrstoće betona na nosivost ravne ploče na proboj. Sedam uzoraka u punoj veličini ispitano je eksperimentalno i numerički. Rezultati su prikazani
Externí odkaz:
https://doaj.org/article/450a027a3b264fb18344fd0c1f3e4b41
Autor:
Anđelko Cumbo, Radomir Folić
Publikováno v:
Građevinar, Vol 69, Iss 11., Pp 991-1005 (2017)
This paper presents the use of a numerical model based on layered finite elements in the analysis of stress and strain due to creep and shrinkage of concrete and relaxation of prestressing steel in statically indeterminate composite structures. The c
Externí odkaz:
https://doaj.org/article/f9ced8f839a24fba9e28e14031acc817
Autor:
Radomir Folić, Miloš Čokić
Publikováno v:
Buildings, Vol 11, Iss 9, p 390 (2021)
In this paper, the seismic response of a five-story reinforced concrete (RC) frame system building is analysed through fragility analysis. The structure is designed in accordance with structural Eurocodes EN1990, EN1991, EN1992 and EN1998, as a high-
Externí odkaz:
https://doaj.org/article/7080caffc57249daaf95abe1fda496b7
Publikováno v:
Građevinar, Vol 66, Iss 09., Pp 787-800 (2014)
The impact of changes to artificial-accelerogram parameters on the seismic performance of structures is examined in this paper. The seismic response and seismic damage are analysed in this respect. Nonlinear response of the system is determined by th
Externí odkaz:
https://doaj.org/article/f65ebc0da70a445ab3308e9e261d5285
Autor:
Zoran Bonić, Radomir Folić
Publikováno v:
Građevinar, Vol 65, Iss 10., Pp 887-899 (2013)
The column punching through the slab is most often related to floor structures, and less often to foundation slabs under columns. Calculation models for these two problems are often not separated. The deficit of experimental results for column footin
Externí odkaz:
https://doaj.org/article/f9abc07ecd7047f78d7cacc771a6fc6a
Autor:
Anđelko, Cumbo1 andjelko.cumbo@aggf.unibl.org, Radomir, Folić2
Publikováno v:
Archives for Technical Sciences / Arhiv za Tehnicke Nauke. 2023, Issue 29, p23-34. 12p.
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
In this paper, the seismic response of a three 5 story reinforced concrete (RC) frame system buildings is analysed through the fragility and vulnerability analyses. The constructions are designed in accordance with the structural Eurocodes. All three
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::44f4c708161c95d96a8f545989779bbf
https://doi.org/10.5592/co/2crocee.2023.5
https://doi.org/10.5592/co/2crocee.2023.5
Publikováno v:
Advances in Structural Engineering. 24:2948-2965
The results of the experimental research program realized on a bridge model constructed by using the seismically isolated system upgraded with space-bar devices (USI-SB) are presented in the paper. The installed adaptable system for seismic protectio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0770739043f02bb3f0bc23b4b9910618
https://doi.org/10.1177/13694332211013918
https://doi.org/10.1177/13694332211013918