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
โฆ LIBER โฆ
A numerical model for seismic analysis of masonry buildings: Experimental correlations
โ Scribed by D. Benedetti; G. M. Benzoni
- Publisher
- John Wiley and Sons
- Year
- 1984
- Tongue
- English
- Weight
- 902 KB
- Volume
- 12
- Category
- Article
- ISSN
- 0098-8847
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