Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Miloš Čokić"'
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
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:
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
Autor:
Radomir Folić, Miloš Čokić
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
Publikováno v:
Zbornik radova Građevinskog fakulteta. 37:29-47
Autor:
Radomir Folić, Miloš Čokić
Publikováno v:
Zbornik radova Građevinskog fakulteta. 35:21-32
Autor:
Miloš Čokić, Radomir Folić
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Autor:
Radomir Folić, Miloš Čokić
Publikováno v:
Zbornik radova Građevinskog fakulteta. 33:55-63