Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Michail Samofalov"'
Publikováno v:
The Baltic Journal of Road and Bridge Engineering, Vol 10, Iss 1, Pp 1-10 (2015)
Traditional raft design methods describe unpiled and fully piled rafts. The current paper aims to discuss in-termediate raft design variants when the raft is at the same time partially supported by piles and partially rests on the ground. The loading
Externí odkaz:
https://doaj.org/article/0956d92b8a864ec7ba913eedb4d9bd53
Autor:
Michail Samofalov, Vytautas Papinigis
Publikováno v:
Engineering Structures and Technologies, Vol 7, Iss 1 (2015)
This paper presents an engineering survey based on experience of the authors during design and expertise of complex building structures in period of 2000–2014. Legal, organizational and technical aspects in a procedure of changes in structural desi
Externí odkaz:
https://doaj.org/article/b5f11d2f12ec42ac9592edd9ddfb69e4
Publikováno v:
Journal of Civil Engineering and Management, Vol 18, Iss 2 (2012)
The article discusses experimental investigations of wind effects and use of design codes for solving aerodynamic problems. It provides data regarding wind-tunnel tests conducted on three buildings with poorly streamlined shapes, including: methodolo
Externí odkaz:
https://doaj.org/article/98a7fb287fd14ac2a9558ad46dac65ac
Publikováno v:
Journal of Civil Engineering and Management, Vol 17, Iss 2 (2011)
The article examines an algorithm used for processing the results of laboratory tests when experimental data was obtained in the aerodynamic tunnel. The paper deals with information when data about pressure distribution on the surfaces of a designed
Externí odkaz:
https://doaj.org/article/dc4a1e53454e415abb07c315633ff23d
Publikováno v:
Engineering Structures and Technologies, Vol 2, Iss 3 (2010)
A calculation model of a building is only a simulation of the individual properties of the construction. Such a model is expressed by many factors, the most important of which are experience and knowledge of a designer. In difference to a traditional
Externí odkaz:
https://doaj.org/article/774feb1ab021453e9852770df9435f47
Publikováno v:
Journal of Civil Engineering and Management, Vol 12, Iss 2 (2006)
Steel storage tanks and other structures of such kind of buildings have been extensively designed following the requirements of continuous cyclic operations. Because of many economically based reasons any engineering inspections of a huge volume are
Externí odkaz:
https://doaj.org/article/e7568067fc3d4be29e732141af37ca09
Publikováno v:
Journal of Civil Engineering and Management, Vol 11, Iss 3 (2005)
This paper deals with a theoretical and a numerical analysis of tapered beamâ€columns subjected to a bending moment and an axial force. A standard FEM code COSMOS/M has been used for a numerical estimation of a critical load multiplier. It has bee
Externí odkaz:
https://doaj.org/article/d4342ccfff28488992385277556d3ce5
Publikováno v:
Journal of Civil Engineering and Management, Vol 6, Iss 2 (2000)
Thin-walled structures are widely used in building construction. Stability analysis [1–10] is of major importance to the design of thin-walled structures. This paper deals with the stability analysis of the thin-walled tapered column [11–18]. The
Externí odkaz:
https://doaj.org/article/eea6feb3e4564397a316ad5a55738b3a
Autor:
Michail Samofalov, Tadas Astrauskas
Publikováno v:
Mechanika, Kaunas : KTU, 2021, vol. 27, no. 3, p. 237-243
In the paper, it is proposed to cover by a mobile moving facility the shipyard open site, in Klaipeda, Lithuania (the EU). The facility of 40 m span consists of transversal frames, which are arranged by the step of 6.0 m, and a system of braces. Two
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::be4ace2c24d437dba37b99077ddccd29
https://vb.ku.lt/KU:ELABAPDB98833058&prefLang=en_US
https://vb.ku.lt/KU:ELABAPDB98833058&prefLang=en_US
Publikováno v:
Mechanika, Kaunas : KTU, 2021, vol. 27, no. 2, p. 159-167
The mechanical state of reinforcement concrete beams with cracks, which are acted by axial force and bending moment, is investigated. The considered ZI method is a compromise between high accuracy and volume of costs, when real curve diagrams are app
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::21ab08ba15c5b0ec0f870f0b5eff925b
https://vb.ku.lt/KU:ELABAPDB91485396&prefLang=en_US
https://vb.ku.lt/KU:ELABAPDB91485396&prefLang=en_US