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UDK: 624.074.4.001.5:624-711
DOI: n/a

Published: Građevinar 53 (2001) 12
Paper type: Original scientific paper
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Numerical procedure in the static and dynamic analysis of concrete shells

Jure Radnić, Alen Harapin, Domagoj Matešan

Abstract

The paper is a continuation of, and forms a whole with, the paper [44] in which shell elements for analysis and models for numerical procedure, are described. A practical procedure for calculation is presented in more detail. A special computer program DALJ for nonlinear analysis of reinforced-concrete palets and shells is also described. The calculation method is illustrated with two examples – using a parabolic cylindrical shell of variable thickness and reinforced-concrete fefrigeration towers in nuclear power plants.

Keywords
refrigeration tower, reinforced concrete shell, numerical procedure, computer program DALJ, parabolic cylindrical shell

HOW TO CITE THIS ARTICLE:

Radnić, J., Harapin, A., Matešan, D.: Numerical procedure in the static and dynamic analysis of concrete shells, GRAĐEVINAR, 53 (2001) 12

OR:

Radnić, J., Harapin, A., Matešan, D. (2001). Numerical procedure in the static and dynamic analysis of concrete shells, GRAĐEVINAR, 53 (12)
Authors:
Jure Radnic WEB
Jure Radnić
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Harapin Alen
Alen Harapin
University of Split,
Faculty of Civil Engineering, Architecture and Geodesy
Matesan WEB
Domagoj Matešan
University of Split
Faculty of Civil Engineering, Arcitecture and Geodesy