Two-Surface Approach to the Derivation of Anisotropic Shallow-Shell Theory Equations—Part 2: Arbitrary Loading
Author:
Affiliation:
1. Allied Tropical Consultants Ltd, 5 Akinola Cole Crescent, Ikeja, Lagos, Nigeria
2. Department of Civil Engineering, Imperial College, London, SW7 2BU, UK
Abstract
Publisher
SAGE Publications
Subject
Mechanical Engineering,Education
Link
http://journals.sagepub.com/doi/pdf/10.1177/030641909502300201
Reference7 articles.
1. Two-Surface Approach to the Derivation of Anisotropic Shallow-Shell Theory Equations—Part 1: Transverse Loading
2. Shallow shells under arbitrary loading: Analysis by the two-surface truss model
3. The static–geometric analogy in the equations of thin shell structures
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1. Buckling Analysis of Laminated Circular Cylindrical Shells Using a Two-Surface Theory;International Journal of Mechanical Engineering Education;2002-04
2. Analysis of mid-surface symmetric layered anisotropic shells by the two-surface truss model;Computers & Structures;2000-01
3. The prestressing of shell roofs;Engineering Structures;1999-01
4. Bending and stretching actions in shallow domes. Part 1. Analytical derivations;Thin-Walled Structures;1996-09
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