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Non–Linear Analysis of Slender Masonry Beam

Non–Linear Analysis of Slender Masonry Beam AbstractThis paper deals with numerical analysis and design of slander prismatic masonry beams loaded predominantly by axial force and bending moment in plane of the principal moment of inertia. Because of the material non-linearity, classical mathematical theory of slender columns cannot be applied for masonry elements, therefore the proposed method uses iterative non–linear calculation considering both material and geometrical non–linearity. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. de Gruyter

Non–Linear Analysis of Slender Masonry Beam

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Publisher
de Gruyter
Copyright
© 2017 Marek Vokál et al., published by De Gruyter Open
ISSN
1804-4824
eISSN
1804-4824
DOI
10.1515/tvsb-2017-0039
Publisher site
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Abstract

AbstractThis paper deals with numerical analysis and design of slander prismatic masonry beams loaded predominantly by axial force and bending moment in plane of the principal moment of inertia. Because of the material non-linearity, classical mathematical theory of slender columns cannot be applied for masonry elements, therefore the proposed method uses iterative non–linear calculation considering both material and geometrical non–linearity.

Journal

Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. – de Gruyter

Published: Dec 1, 2017

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    MINAFO
  • wall construction press ISBN
    HENDRY
  • Load Bearing Capacity of bridges Proceeding of conferenceInternational Conference
    DRAHORÁD
  • of structures
  • Stress strain relationships for concrete and the analysis of structural concrete sections Release University of Waterloo Solid Mechanics Division ISBN
    SARGIN
  • Linear stability and theory of II Order Mech fsv cvut cz online cit Available from http mech fsv cvut cz leps teaching ankc cviceni pdf