Calculation of reinforced concrete ceilings with normal cracks accounting the Chebyshev approximation

The article shows the influence of torsional rigidity of reinforced concrete elements on the spatial work of bridges, overlappings, building frames and other complex statically indeterminate systems. It is shown that the determination of torsional stiffnesses by the existing methods assumes the obli...

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Bibliographic Details
Main Authors: Azizov Taljat, Melnyk Olexiy, Orlova Olga, Kalenchuk-Porkhanova Angelina, Vakal Larisa
Format: Article
Language:English
Published: EDP Sciences 2017-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201711602002