To the evaluation of the carrying capacity of steel concrete beams on the basis of bent profiles
Introduction. Recently, more extensive use of steel-reinforced concrete (steel-concrete) structures is planned in civil buildings. In steel-reinforced concrete ceilings. The use of bent profiles in steel-reinforced concrete bent structures has not yet become widespread, probably due to the lack of s...
Saved in:
Main Authors: | F. S. Zamaliev, A. G. Tamrazyan |
---|---|
Format: | Article |
Language: | English |
Published: |
Moscow State University of Civil Engineering (MGSU)
2023-08-01
|
Series: | Vestnik MGSU |
Subjects: | |
Online Access: | https://www.vestnikmgsu.ru/jour/article/view/15 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Investigation of the Influence of Local Low Strength Concrete on the Bearing Capacity of Bending Reinforced Concrete Beams
by: A. G. Tamrazyan
Published: (2024-02-01) -
The Influence of Various Factors on the Deflections and Strength of Profiled Sheeting at the Stage of Concreting a Steel-Reinforced Concrete Slab
by: Yu. A. Shaposhnikova
Published: (2024-09-01) -
Further study of the trace representation of Bent sequences families
by: KE Pin-hui1, et al.
Published: (2007-01-01) -
Trace representation of Bent sequence families
by: WANG Jin-song, et al.
Published: (2006-01-01) -
Stress Redistribution in Statically Indeterminate Corroded Reinforced Concrete Beams
by: A. G. Tamrazyan
Published: (2024-12-01)