Zobrazeno 1 - 10
of 87
pro vyhledávání: '"Bešević Miroslav"'
Autor:
Bešević Miroslav, Pavić Milica
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2022, Iss 42, Pp 61-70 (2022)
The paper presents a rehabilitation project of the bridge over the river Ribnica, based on on-site inspection and available technical documentation on the condition of the bridge. The existing bridge is a road, reinforced concrete with main steel gir
Externí odkaz:
https://doaj.org/article/6c7c13e706e94061bbd29cb619163971
Autor:
Bešević Miroslav, Pavić Milica
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2022, Iss 42, Pp 9-24 (2022)
This paper presents a calculation of a steel vertical water tank, with a total height of 19,2 m and a diameter of 8,59 m. The construction of this tank was modelled using the ABAQUS software package, whereby a realistic picture of the stress notation
Externí odkaz:
https://doaj.org/article/d045e41a1c534548975d456616c50a55
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2020, Iss 37, Pp 79-88 (2020)
This paper presents project of rehabilitation of the bridge over the river Resnica in the municipality of Koceljeva based on the documentation on the current situation. The existing bridge is road, reinforced concrete, beam system bridge, with the mi
Externí odkaz:
https://doaj.org/article/5328bea4d7e048b19b944acbbd19686a
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2020, Iss 37, Pp 21-29 (2020)
This paper presents the project of rehabilitation of the bridge over the river Paklešnica in the municipality of Mionica. As part of the project, structural elements of the bridge have been examined, based on which the existing amount of reinforceme
Externí odkaz:
https://doaj.org/article/ca46b56cf89c4628a114f83a13525fe9
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2019, Iss 35, Pp 23-35 (2019)
This paper is shown the calculation of the above-grounded 12-meter high with a diameter of 6m steel tank for water and sulfuric acid storage purposes. Wall thickness, as well as roof thickness of the tank, is t=5cm. Construction of the tank is modele
Externí odkaz:
https://doaj.org/article/b04a1b70c9ad42c09f7814b7ae7de1fc
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2017, Iss 32, Pp 9-20 (2017)
During the exploitation of the steel cylindrical silo there was a repurpose of construction that required the need for creating a revision on the lower part of the silo. In addition, due to the change in the type of material stored in the silo, the l
Externí odkaz:
https://doaj.org/article/ca5f2227a38542859d2823c1468331ef
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2016, Iss 30, Pp 63-72 (2016)
In this paper analytically calculated values of effective flexural stiffness and deflections of five-layer CLT panels height 14 cm due to the payload defined in Eurocode 1 for floors in residential buildings are compared. Effective flexural stiffness
Externí odkaz:
https://doaj.org/article/646720e02ffd419680d38ef5a96f9af3
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2016, Iss 30, Pp 53-62 (2016)
This paper presents the design of the steel water tower with spherical water tank height H = 44m. Spherical tank is located at the top of the steel tubular column, with diameter F = 128cm. The construction of the water tower was modeled using the ABA
Externí odkaz:
https://doaj.org/article/a88a0e923425476cae2800d9c23e0ea9
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2016, Iss 30, Pp 29-40 (2016)
The paper presents the load analysis of transmission suspension tower with a voltage of 110kV according with the European Standards. Considering the specificity of the loads acting on the overhead suspension tower great effort must be paid to the ana
Externí odkaz:
https://doaj.org/article/94a2ef3f93694d9baae9ac9e13df6a58
Restoration, adaptation and upgrading of the existing building in Belgrade, Tabanovacka street no. 3
Publikováno v:
Zbornik Radova Građevinskog Fakulteta, Vol 2016, Iss 29, Pp 25-34 (2016)
Due to the change of object's purpose a project for rehabilitation, reconstruction of the existing building was made. Project also included additional new part of the building. Building have ground level, first floor and attic. The new function of bu
Externí odkaz:
https://doaj.org/article/c29b22cfe9694153a39f75d7f96cb6eb