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Data · dataset · 2018

Combined axial and flexural loads in short reinforced concrete columns in fire: ultimate limit state curves using 500 °C isotherm method

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Abstract

Ultimate limit state curves of short reinforced concrete columns in fire situation are going to be presented in this paper. The authors created a code developed in Matlab. It makes a discretization of the cross sections of the columns and calculates the equilibrium integrals of them.

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The curves were plotted with the code considering the 500 °C isotherm method.

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Stated by source
Civil engineering
Inferred from text
Civil engineering 69%

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DataCite10.6084/m9.figshare.608373513 d agoJSON v1
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