Расчет фибробетонного блока в составе локально усиленных узлов ферм из гнутосварных профилей

Author:

Гимранов Л. Р.1ORCID,Гайнетдинов Р. Г.1,Хайруллин Л. Р.1ORCID,Пажвак Абдурахман1

Affiliation:

1. Казанский государственный архитектурно-строительный университет (КГАСУ)

Publisher

Moscow State University of Civil Engineering

Reference22 articles.

1. Patent RU No. 279350304. Method for strengthening upper chord node of a lattice structure made of tubular profiles / Gimranov L.R., Gainetdinov R.G., Pazhwak A.; appl. No. 2022129975 18.11.2022. Bul. No. 10.

2. Zinkova V.A. Methodology of experimental research of nodal joints of tubular truss elements. Bulletin of BSTU named after V.G. Shukhov. 2012; 1:50-51. EDN OPGHQL. (rus.).

3. Gimranov L., Kuznetsov I. Locally concrete filled reinforced joints of RHS and SHS trusses. Proceedings of STCCE. 2021; 58-71. DOI: 10.1007/978-3-030-80103-8_7

4. Xu W., Han L., Tao Z. Flexural behaviour of curved concrete filled steel tubular trusses. Journal of Constructional Steel Research. 2014; 93:119-134. DOI: 10.1016/j.jcsr.2013.10.015

5. Hou C., Han L.-H., Zhao X.-L. Behaviour of circular concrete filled double skin tubes subjected to local bearing force. Thin-Walled Structures. 2015; 93:36-53. DOI: 10.1016/j.tws.2015.03.004

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