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Analysis of a theory of elasticity for masonry solids

โœ Scribed by D.J. Steigmann


Publisher
Elsevier Science
Year
1991
Tongue
English
Weight
762 KB
Volume
39
Category
Article
ISSN
0022-5096

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A non-linear finite element model for plain masonry structures under lateral static loads and seismic base inputs is presented. Three super-imposed elasto-plastic shear elements are used in order to approximate the typical forcedisplacement curve for masonry. Material properties are identified with