Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study

Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study

The purpose of the current paper is to raise awareness on the behaviour of rectangular reinforced concrete columns with disproportionate cross-section dimensions subjected to compression and biaxial bending, considering the fact that in the current structural design process, the design of columns is...

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Bibliographic Details
Main Author:	Adrian-Alexandru Savu
Format:	Article
Language:	English
Published:	Sciendo 2020-07-01
Series:	Romanian Journal of Transport Infrastructure
Subjects:	reinforced concrete structures disproportionate sections compression biaxial bending
Online Access:	https://doi.org/10.2478/rjti-2020-0006

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