Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Boris Folić"'
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
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:
Zbornik radova Građevinskog fakulteta. 37:29-47
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ecfa9de846ce3b7570b6f29d807bd701
https://doi.org/10.14415/konferencijagfs2021.03
https://doi.org/10.14415/konferencijagfs2021.03
Publikováno v:
Soil Mechanics and Foundation Engineering
This paper formulates a mathematical model using the extrapolation of load-settlement curves with a rational function for analyzing the capacity of piles obtained from the static load test (SLT). In preliminary analyses, the extrapolation was based o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a1eeabb96691fe95837d7674b6db4dc8
https://doi.org/10.1007/s11204-020-09680-1
https://doi.org/10.1007/s11204-020-09680-1
Publikováno v:
Open Journal of Civil Engineering. :123-134
A new method for analysis of counter beams is presented in the paper. The analysis has taken into account their stiffness EI, Winkler’s space with modulus of subgrade reaction k and equality deformities of the foundation beam with the ground. The s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b8fc29135eddc8673030708912de43fe
https://doi.org/10.4236/ojce.2019.92009
https://doi.org/10.4236/ojce.2019.92009
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b417b44fc37625786545cc2a8b224c7
https://doi.org/10.5592/co/1crocee.2021.191
https://doi.org/10.5592/co/1crocee.2021.191
Autor:
Mirjana Jelic, Aleksandar Sedmak, Boris Folic, Simon Sedmak, Mihajlo Arandjelovic, Radomir Folic, Dorin Radu
Publikováno v:
Frattura ed Integrità Strutturale, Vol 18, Iss 67, Pp 337-351 (2024)
Belgrade fair hall 1 is well known for its dome, which is still the world largest self-supported construction made of pre-stressed concrete, with its diameter of 106 m. In this paper the Finite Element Method (FEM) was performed to analyze different
Externí odkaz:
https://doaj.org/article/662bccf11c6c4782bc5d1024f93dac08
Autor:
Radomir Folić, Boris Folić
Publikováno v:
Građevinski Materijali i Konstrukcije, Vol 61, Iss 1, Pp 63-89 (2018)
Građevinski materijali i konstrukcije (2018) 61(1):63-89
Građevinski materijali i konstrukcije (2018) 61(1):63-89
Comparative non-linear static (NSA) and non-linear dynamic analyses (NDA) of 2D frames (as parts of skeletal 3D structures) of RC buildings founded on piles are presented in this paper. In order to produce a more realistic presentation of behaviour o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::674b9aeabb73d25e53546bbe0dd092fb
https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2018/2217-81391801063F.pdf
https://scindeks-clanci.ceon.rs/data/pdf/2217-8139/2018/2217-81391801063F.pdf
Publikováno v:
Zbornik radova Građevinskog fakulteta. 34:33-40
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ec61a96830f227aa3bf290d0e691ac46
https://doi.org/10.14415/konferencijagfs2018.002
https://doi.org/10.14415/konferencijagfs2018.002
Publikováno v:
Procedia Structural Integrity. 13:415-419
Permanent ground displacement analysis methods, as very important aspect of the seismic dynamic analysis is explained in the paper. A methodology for probabilistic hazard assessment of permanent displacement across natural slopes and landslides cause
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fd2bf692a83dc13e4d9945ca8509d20d
https://doi.org/10.1016/j.prostr.2018.12.069
https://doi.org/10.1016/j.prostr.2018.12.069