Zobrazeno 1 - 10
of 40
pro vyhledávání: '"Garanzha, Igor"'
Publikováno v:
Magazine of Civil Engineering, Vol 122, Iss 06 (2023)
To obtain qualitative and quantitative indicators of changes in the stress-strain state of the nodes of steel bar structures, we identified four characteristic types of nodes. On the basis of modeling in the "Lira-CAD" software package, we analyzed t
Externí odkaz:
https://doaj.org/article/74a30a13f01847b19454792b637955b0
Publikováno v:
E3S Web of Conferences; 11/20/2024, Vol. 592, p1-16, 16p
Publikováno v:
E3S Web of Conferences, Vol 549, p 01003 (2024)
The paper presents the results of experimental studies of the effect of cyclic exposure to elevated temperatures up to 90оС and 150оС and moistening to full water saturation on the strength of heavy concrete. Quantitative data on the change of co
Externí odkaz:
https://doaj.org/article/3084a11847104c308c1cd1808fcb14b5
Publikováno v:
E3S Web of Conferences, Vol 531, p 02019 (2024)
Nowadays the level of development of finite element (FE) calculation systems allows us to count on the maximum level of design solutions quality, provided that is created an adequate and at the same time simple design model, which directly determines
Externí odkaz:
https://doaj.org/article/1f44715f92e641e2ac73da8ff20290cb
Publikováno v:
Magazine of Civil Engineering, Vol 113, Iss 05 (2022)
The paper is devoted to the development of a method for calculating the thermal stability of external enclosing structures with heat-conducting inclusions. Based on the analysis of existing methods and methodologies for solving the problem of heat re
Externí odkaz:
https://doaj.org/article/f77eae490b084b2d91b9f7a2172d017f
Publikováno v:
E3S Web of Conferences, Vol 460, p 07007 (2023)
In conditions of market economy, overhead power transmission line (OPTL) support structures must be low-cost and of guaranteed quality, the manufacture of which will require a minimum amount of steel. Therefore, it is necessary to improve overhead li
Externí odkaz:
https://doaj.org/article/52515f0ba44d485384ec87fb04ab1837
Publikováno v:
E3S Web of Conferences, Vol 460, p 07008 (2023)
The article describes an algorithm for calculating wires and cables implemented by determining the loads on the supports, taking into account the compatibility of deformations of structural elements of an overhead power line (overhead line), atmosphe
Externí odkaz:
https://doaj.org/article/b3a1997e8b204c8693593b7282203dfa
Publikováno v:
E3S Web of Conferences, Vol 458, p 07031 (2023)
In article calculates the coefficients of transport transverse installation for steel-reinforced concrete bridge structure with the use of off-center compression methodology. Two design models of beam continuous span structure of bridge central part
Externí odkaz:
https://doaj.org/article/74aed94a8f5b4e6dbfc00888831193b3
Autor:
Garanzha Igor, Tanasoglo Anton
Publikováno v:
E3S Web of Conferences, Vol 431, p 05025 (2023)
The object of study is multifaceted steel concrete- filled poles. The subject of research is the bearing capacity and parameters of the stress-strain state of multifaceted steel concrete- filled poles. The purpose of the research is to numerically st
Externí odkaz:
https://doaj.org/article/55305eea62ac4aadb601764fd70dcc4f
Publikováno v:
E3S Web of Conferences, Vol 383, p 04092 (2023)
Introduction: in the case when flexible structures interact with the wind flow, various phenomena of aerodynamic instability may arise. Typical representatives of such phenomena are vortex wind excitation of cylindrical structures, galloping of poorl
Externí odkaz:
https://doaj.org/article/759f30a5d51d4feda600cccfe3a8c7de