Zobrazeno 1 - 10
of 38
pro vyhledávání: '"Goleš Danica"'
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2022, Iss 42, Pp 47-60 (2022)
Insufficient representation of lightweight aggregate fiber reinforced concrete in technical regulations is one of the main limiting factors for their wider application, despite the numerous advantages this material has over normal weight concrete. Ba
Externí odkaz:
https://doaj.org/article/4cea0d35d2e44344a2b8d8145b6d9255
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2022, Iss 41, Pp 95-110 (2022)
Because of the increasing use of lightweight aggregate concrete as a construction material, the paper gives its classification, as well as a brief summary of its advantages and disadvantages in relation to a normal weight concrete. The addition of fi
Externí odkaz:
https://doaj.org/article/0c4f2da5dbcd44f0a5d0e3048a7d962b
Autor:
Goleš Danica, Nađ Atila
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2020, Iss 38, Pp 9-21 (2020)
SRPS EN 1991-1-3 clearly defines the parameters for calculating of snow loads on the roof that were missing in previous regulations. The National Annex brings the updated values of snow load on the ground. The paper indicates the locations where they
Externí odkaz:
https://doaj.org/article/979e0db888ff497b84026a63fd2961cb
Autor:
Goleš Danica
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2020, Iss 37, Pp 89-102 (2020)
The paper presents the procedure and criteria for determining the economic overall depth of solid one-way reinforced concrete slabs of 2 to 10 m span, with imposed load of 1.5 to 10 kN/m2, to PBAB'87 and Eurocode 2. The results obtained according to
Externí odkaz:
https://doaj.org/article/2528b691ff764fdd944e313b3523b82f
Autor:
Goleš Danica
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2020, Iss 37, Pp 51-66 (2020)
The paper briefly presents and compares the Serbian regulations for imposed loads for buildings from 1948 until today. Emphasized are the novelties brought on this subject by Eurocode 1 whose application became obligatory with the adoption of the new
Externí odkaz:
https://doaj.org/article/57ddaf46058f432fb9038c51f3c40777
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2018, Iss 34, Pp 9-25 (2018)
The volume change of concrete due to loss of water through the exchange with environment or the self-desiccation during the hydration, or due to chemical reactions of hydrated cement with carbon-dioxide from environment, is one of the most undesirabl
Externí odkaz:
https://doaj.org/article/8daeb1e44b8f488b82aaa854a595e9ef
Autor:
Goleš Danica
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2018, Iss 34, Pp 27-44 (2018)
In assessment of the future behavior of a designed concrete structure, the data on the time development of strains due to shrinkage of concrete is of particular importance. The selection of an appropriate prediction method and model for concrete shri
Externí odkaz:
https://doaj.org/article/c503c55adfe44c28958643039aa2de4c
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2017, Iss 31, Pp 21-31 (2017)
The selection of the cross section of precast reinforced concrete (RC) purlins is performed in the function of their span and load, while the spacing of these elements is chosen according to the bearing capacity and deformability of the roof cover. T
Externí odkaz:
https://doaj.org/article/a7f3569cc19f4f5dbf09d4c9cb097f02
Autor:
Goleš Danica
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2016, Iss 30, Pp 41-51 (2016)
Coefficient αcc introduces the effects of rate and duration of loading on compressive strength of concrete. These effects may be partially or completely compensated by the increase in concrete strength over time. Selection of the value of this coeff
Externí odkaz:
https://doaj.org/article/019cf0c4bfed4b55974ad772525f2b2d
Autor:
Goleš Danica
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2015, Iss 27, Pp 41-56 (2015)
For decades, the scientific and professional literature emphasizes the importance of proper design and construction of concrete cover to reinforcement, which should ensure the safe transmission of bond forces, the protection of the steel against corr
Externí odkaz:
https://doaj.org/article/5c0df97860e3401da02eff74bc1fad40