Zobrazeno 1 - 8
of 8
pro vyhledávání: '"A S Lisichkin"'
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 1, Pp 33-37 (2015)
Concrete-encased steel penstocks that lead the water to the hydroelectric units of the Hy- dropower Plants (HPP or PSPP) include internal steel shell and a reinforced concrete shell. Within the areas of compensation on track adjacent structures throu
Externí odkaz:
https://doaj.org/article/731fc6008de648a0af5346d79ea6ec81
Autor:
A S Lisichkin
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 3, Pp 43-49 (2013)
Iron-reinforce concrete pressure head turbine conduits traditional now have the so-called compensation sites arranged in places of transition from a body of a concrete dam in the building of hydroelectric power station with application of low-modular
Externí odkaz:
https://doaj.org/article/89b05ebfe2e449dcaf0571be7b3e2012
Publikováno v:
Russian Peasant Studies. 5:159-174
Publikováno v:
Power Technology and Engineering. 50:466-472
Experimental results on steel-reinforced concrete penstocks with different ratios between the cross-sectional areas of the inner steel lining and the hoop reinforcement are presented. The formulas for the strength analysis of steel-reinforced concret
Publikováno v:
Power Technology and Engineering. 47:338-343
Results of investigations of the stress-train state and strength of compensating sections (built with use of a low-modulus spacer) of steel/reinforced-concrete pressure conduits based on finite-element models are presented. Tensile hoop stresses requ
Autor:
Gennadi S. Lisichkin
Publikováno v:
Socialism Today? ISBN: 9781349214402
Socialism Today?
Socialism Today?
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::328d3aa239bffb416bd4d9e623a5b491
https://doi.org/10.1007/978-1-349-21438-9_3
https://doi.org/10.1007/978-1-349-21438-9_3
Autor:
S. Lisichkin
Publikováno v:
Minerva. 5:387-390
Publikováno v:
Stroitel’stvo: Nauka i Obrazovanie, Iss 3, Pp 9-9 (2019)
Introduction. Floorings of the turbine hall and installation sites of the HPP (PSS) are one of the most important reinforced concrete structures, as during operation they are subjected to significant process duties, including those not provided for b
Externí odkaz:
https://doaj.org/article/88f8cf337aa7494eb0a98b4953f5abbf