Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Antanas Šapalas"'
Publikováno v:
Journal of Civil Engineering and Management, Vol 27, Iss 7, Pp 515-524 (2021)
Composite steel-concrete columns utilise the advantages of both materials, by combining high strength and ductility of steel with the compressive strength of the concrete. But the wide adaptation of composite structures is limited, mainly because of
Externí odkaz:
https://doaj.org/article/8bb7fa7f5bc04e18aafeaeab1eefa831
Publikováno v:
Engineering Structures and Technologies, Vol 12, Iss 2, Pp 46-52 (2020)
For industrial buildings and logistics centres truck lifts are usually used. Therefore, there are special requirements for flatness tolerance of ground floor. The ground floor settlements differences in selected distances are limited. The article rev
Externí odkaz:
https://doaj.org/article/de8145625bb74269ba2b6a86029cb20f
Autor:
Viktor Gribniak, Arvydas Rimkus, Linas Plioplys, Ieva Misiūnaitė, Mantas Garnevičius, Renata Boris, Antanas Šapalas
Publikováno v:
Frontiers in Materials, Vol 8 (2021)
This study focuses on the flexural behavior of pultruded glass fiber-reinforced polymer (GFRP) profiles developed for structural applications. Fiber content is a commonly accepted measure for estimating the resistance of such components, and technica
Externí odkaz:
https://doaj.org/article/68b75c85ca4040f99c3dab3c728acd38
Publikováno v:
Engineering Structures and Technologies, Vol 11, Iss 1 (2019)
The article investigates analytical models for calculation of tension capacity of axially-loaded RHS end-plate joints bolted along two and four sides of the tube in order to investigate the phenomena of prying. Design of such joints is impeded by lac
Externí odkaz:
https://doaj.org/article/de39e321d0224ea18a7a27eddca060f1
Autor:
Antanas Šapalas, Gintas Šaučiuvėnas, Konstantin Rasiulis, Mečislovas Griškevičius, Tomas Gečys
Publikováno v:
Journal of Civil Engineering and Management, Vol 25, Iss 3 (2019)
Design of modern thin-walled metal structures is widely used around the world. In recent decades, more comprehensive research is carried out to investigate the behaviour of various thin-walled structures. Generally, the structure with regular geometr
Externí odkaz:
https://doaj.org/article/726325aca95d47e595b6b68a933fe5b4
Publikováno v:
Applied Sciences, Vol 11, Iss 4, p 1520 (2021)
This article provides a behaviour analysis of moment resisting joints with curved endplates. This is a new type of connection that can be used for joining steel beams to the circular hollow section (CHS) columns by means of bolts. Some researchers ap
Externí odkaz:
https://doaj.org/article/feeb1eb3b2f44cc0804634ba582d9768
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 8, Iss 4, Pp 250-254 (2013)
Designing a suitable, applicable and efficient support system for underground road structures have always been one of the most important engineering tasks for tunnel engineers. There are some different support systems applied to making underground st
Externí odkaz:
https://doaj.org/article/9cbfcbdc412f4caf809921edd2bb16da
Publikováno v:
Journal of Civil Engineering and Management, Vol 17, Iss 4 (2011)
The article deals with the peculiarities of calculating bearing capacity for axially loaded timber members under uneven fire action. According to LST EN 1995-1-2 and finite element modelling for determining temperature fields and variations in timber
Externí odkaz:
https://doaj.org/article/bd459357adcf4bdc9b0bb1fdeda1468f
Publikováno v:
Engineering Structures and Technologies, Vol 1, Iss 4 (2009)
One of the most effective and widely used high-rise telecommunication structures are steel towers and guyed masts. The behaviour, analysis and application fields are exhaustively discussed in a number of scientific publications. The main advantages o
Externí odkaz:
https://doaj.org/article/f26a36a874b04f9785cb39949065583e
Publikováno v:
Journal of Civil Engineering and Management, Vol 27, Iss 7, Pp 515-524 (2021)
Journal of Civil Engineering and Management; Vol 27 No 7 (2021); 515-524
Journal of Civil Engineering and Management; Vol 27 No 7 (2021); 515-524
Composite steel-concrete columns utilise the advantages of both materials, by combining high strength and ductility of steel with the compressive strength of the concrete. But the wide adaptation of composite structures is limited, mainly because of