1.Stress-strain state of the "combined tower-reinforced concrete foundation-foundation soil" system for high-rise structures

作　　者：Levon Mailyan ;Serdar Yaziev ;Linar Sabitov 等

出　　处：E3S Web of Conferences. 2020 ;164:1-9.doi:10.1051/e3sconf/202016402035

出版社：EDP Sciences

文章 ID：254950818

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2.Technological and construction features of modular reinforced concrete foundation designing for various high-rise structures

作　　者：Linar Sabitov ;Aleksandr Mayilyan ;Levon Mayilyan 等

出　　处：E3S Web of Conferences. 2020 ;164:1-7.doi:10.1051/e3sconf/202016402034

出版社：EDP Sciences

文章 ID：254950864

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3.Theoretical foundations of the diagram method for calculating rod elements made of reinforced concrete

作　　者：Oleg Radaykin

出　　处：E3S Web of Conferences. 2021 ;281:1-16.doi:10.1051/e3sconf/202128101015

出版社：EDP Sciences

文章 ID：1034924597

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4.General case of reinforced concrete rod elements calculation using the diagram method

作　　者：Oleg Radaykin ;Linar Sabitov ;Leysan Akhtyamova 等

出　　处：E3S Web of Conferences. 2021 ;281:1-11.doi:10.1051/e3sconf/202128101016

出版社：EDP Sciences

文章 ID：1034924598

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5.Method for calculating strength, crack resistance and stiffness of reinforced concrete beams reinforced with steel fiber concrete based on a nonlinear deformation model

作　　者：Oleg Radaykin ;Linar Sharafutdinov

出　　处：E3S Web of Conferences. 2021 ;281:1-10.doi:10.1051/e3sconf/202128101017

出版社：EDP Sciences

文章 ID：1034924599

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