Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Ivan Nešović"'
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 20, Iss 3, Pp 301-311 (2022)
During rehabilitation of residential buildings built in the first half of the 20th century, it is necessary to strengthen timber floors so they can fulfill the requirements of strength and serviceability according to contemporary regulations. Floors
Externí odkaz:
https://doaj.org/article/cb71bee824404120beed1b84363abeac
Publikováno v:
Građevinar, Vol 70, Iss 01., Pp 31-38 (2018)
Although the use of waste materials as mineral admixtures for self-compacting concrete can contribute to solving the problem of their disposal, the effect of such use should be further explored. The influence of fly ash, powdered waste brick elements
Externí odkaz:
https://doaj.org/article/3d37d019086e407ab0b66f302bf95d59
Publikováno v:
Zbornik radova Građevinskog fakulteta. 37:193-202
Publikováno v:
Zbornik radova Građevinskog fakulteta. 37:203-209
Publikováno v:
Građevinski Materijali i Konstrukcije, Vol 64, Iss 3, Pp 201-205 (2021)
Steel lattice towers have large application in meteorology, and are regularly exposed to loads difficult to determine reliably, like wind and ice, and especially wind gusts and accompanied structural vibrations. EN 1993-3-1 treats such structures and
Publikováno v:
International Journal of Steel Structures. 21:178-201
Steel structures are traditionally designed neglecting the in-plane bearing capacity of the cladding. However, the cladding can act in coordination with the main structure, behaving as a diaphragm and contributing to its spatial stability, enabling t
Publikováno v:
International Journal of Steel Structures. 20:1209-1229
Steel frame structures are traditionally designed with bracings that stabilize the main bearing structure. Another approach is to apply the “stressed skin design” where the cladding structure takes the role of the bracings. In this research, the
Publikováno v:
Zbornik radova Građevinskog fakulteta. 35:239-249
Publikováno v:
Zbornik radova Građevinskog fakulteta. 35:229-237
Publikováno v:
Engineering Structures. 165:11-26
Beams and columns in steel structures are regularly connected using bolted or welded connections. In this paper, one typical welded connection was analysed using Eurocode standard methodology and advanced finite element (FE) analysis in materially no