Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Marija Spasojevic-Surdilovic"'
Publikováno v:
Facta Universitatis. Series: Architecture and Civil Engineering, Vol 18, Iss 3, Pp 319-324 (2020)
This paper shows the procedure for determination of deformation indeterminacy within global analysis of steel constructions with semi-rigid joints, as well as the analysis of deformation indeterminacy within the approximate deformation method. In thi
Externí odkaz:
https://doaj.org/article/22d167f597a14f2fa7b0b381a0f01716
Publikováno v:
Tehnički Vjesnik, Vol 27, Iss 3, Pp 951-960 (2020)
In this paper, original extension of classic deformation method for global elastic analysis of steel construction with semi-rigid connections is developed. The original calculation for steel frame structures with semi-rigid connections as a function
Externí odkaz:
https://doaj.org/article/a7ee52c6c77a42218c19a90807a1358b
Autor:
Dragana Turnić, Nenad Marković, Tomislav Igić, Vlastimir Nikolić, Marija Spasojević-Šurdilović
Publikováno v:
Tehnički Vjesnik, Vol 24, Iss 6, Pp 1991-1998 (2017)
The paper presents an analysis of behaviour of plate girders (welded steel I girders) under patch loading. Concentrated or uniformly distributed loading on a short length of the flange, and in the plane of web is known as patch loading. Behaviour of
Externí odkaz:
https://doaj.org/article/136cdc7cdd204a03bc1e379857d146bf
Publikováno v:
Facta universitatis - series: Architecture and Civil Engineering. 20:23-34
The last few decades new trends in the design of pedestrian bridges have resulted in lighter and more slender structures. This leads to a reduction in natural frequencies and increased flexibility, and thus a greater possibility for structures to bec
Autor:
Dragana Turnic, Srdjan Zivkovic, Marija Spasojevic-Surdilovic, Marko Milosevic, Aleksandra Igic
Publikováno v:
Facta universitatis - series: Architecture and Civil Engineering. 19:171-182
The girders or parts of the girders are not ideally flat in terms of their geometry. The deviations that occur are defined as geometric imperfections. Also, in the material from which the girder is made, a certain deviation may occur during factory p
Publikováno v:
Građevinar, Vol 66, Iss 06., Pp 549-554 (2014)
Analytical expressions for determining the required tensioning force in strands, and the corresponding deformation of cables during the multi-cycle tensioning process, are derived in the paper based on the proposed mathematical model of a bridge stay
Externí odkaz:
https://doaj.org/article/cae4509a6f364a919ae7ccc4f6ec3294