Original scientific paper

https://doi.org/10.14256/JCE.898.2013

Stability analysis of reinforced concrete prismatic shell structures

Dragan Milašinović ; Sveučilište u Novom Sadu, Građevinski fakultet u Subotici
Danica Goleš ; Sveučilište u Novom Sadu, Građevinski fakultet u Subotici

Abstract

Stability analysis of prismatic reinforced concrete shells is presented in the paper. These structures are special shells for which both geometry and material properties can be considered as constant along the main direction, while only the loading distribution may vary. A semi-analytical harmonic coupled finite strip method (HCFSM) is used to solve the large deflection and post-buckling problems, or both actions simultaneously. This is particularly important for shells having large span-to-width ratios.

Keywords

prismatic reinforced concrete shells; stability analysis; finite strip method

Hrčak ID:

103437

URI

https://hrcak.srce.hr/103437

Publication date:

4.6.2013.

Article data in other languages: croatian

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