A Novel Procedure for Simplified Nonlinear Numerical Modeling of Structural Units in Masonry Aggregates
Author:
Affiliation:
1. Department of Structures for Engineering and Architecture, University of Naples “Federico II”, Naples, Italy
Publisher
Informa UK Limited
Subject
Visual Arts and Performing Arts,Architecture,Conservation
Link
https://www.tandfonline.com/doi/pdf/10.1080/15583058.2018.1503365
Reference23 articles.
1. Diagonal cracking shear strength of unreinforced masonry panels: a correction proposal of the b shape factor
2. Comparative analysis on the seismic behaviour of unreinforced masonry buildings with flexible diaphragms
3. Review of strength models for masonry spandrels
4. Peak and residual strengths of brick masonry spandrels
5. Progress in Structural Engineering and Materials
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