Archive

UDK: UDK 624.073.012.45:519.6+513.3

Published: Građevinar 65 (2013) 5
Paper type: Original scientific paper
Download article (Croatian): PDF
Download article (English): PDF
View count: 1230

Stability analysis of reinforced concrete prismatic shell structures

Danica Goleš, Dragan Milašinović

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

HOW TO CITE THIS ARTICLE:

Goleš, D., Milašinović, D.: Stability analysis of reinforced concrete prismatic shell structures, GRAĐEVINAR, 65 (2013) 5, doi: https://doi.org/10.14256/JCE.898.2013

OR:

Goleš, D., Milašinović, D. (2013). Stability analysis of reinforced concrete prismatic shell structures, GRAĐEVINAR, 65 (5), doi: https://doi.org/10.14256/JCE.898.2013

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Goles DanicaWEB
Danica Goleš
University of Novi Sad,
Faculty of Civil Engineering in Subotica
Milasinovic DraganWEB
Dragan Milašinović
University of Novi Sad,
Faculty of Civil Engineering in Subotica