Оценка несущей способности сталебетонных балок на основе гнутых профилей-Reference-Cited by-同舟云学术

Оценка несущей способности сталебетонных балок на основе гнутых профилей

Published:2023-08-29 Issue:8 Volume:18 Page:1220-1229
ISSN:2304-6600
Container-title:Vestnik MGSU
language:
Short-container-title:Vestnik MGSU

Author:

Замалиев Ф. С.¹^ORCID,Тамразян А. Г.²

Affiliation:

1. Казанский государственный архитектурно-строительный университет (КГАСУ)

2. Национальный исследовательский Московский государственный строительный университет (НИУ МГСУ)

Publisher

Moscow State University of Civil Engineering

Subject

General Medicine

Reference21 articles.

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2. Zamaliev F.S., Ismagilov B.T. Numerical and full-scale studies of anchor links of steel reinforced structures. Izvestiya KGASU. 2018; 3(45):121-128. (rus.).

3. Tonkih G.P., Chesnokov D.A. An experimental study of a shear connection of steel-reinforced concrete slabs with angle shear studs. Vestnik MGSU [Monthly Journal on Construction and Architecture]. 2021; 16(2):144-152. DOI: 10.22227/1997-0935.2021.2.144-152 (rus.).

4. Babalich V.S., Androsov E.N. Steel-reinforced concrete structures and the prospect of their application in the construction practice of Russia. Advances of Modern Science. 2017; 4(4):205-208. EDN YROOWX. (rus.).

5. Veselov A.A., Chepilko S.O. Stress and strain state in a steel reinforced concrete beam. Bulletin of Civil Engineers. 2010; 2(23):31-37. EDN NDQVNX. (rus.).