Minimum energy strategies for the in-plane behaviour of masonry
Unreinforced masonry is the most diffused construction material in the major part of historical centers in Europe. In a building subjected to earthquake forces the contribution of in-plane shear resistance of the masonry walls is a determinant factor for the stability of the whole structure. In part...
Main Authors: | Antonio Gesualdo, Bruno Calderoni, Antonino Iannuzzo, Antonio Fortunato, Michela Monaco |
---|---|
Format: | Article |
Language: | English |
Published: |
Gruppo Italiano Frattura
2020-01-01
|
Series: | Frattura ed Integrità Strutturale |
Subjects: | |
Online Access: | https://www.fracturae.com/index.php/fis/article/view/2644 |
Similar Items
-
Evaluation Of Shear Capacity For Brick Masonry Walls
by: Partene Eva, et al.
Published: (2015-05-01) -
Experimental Study on Cast-In-Situ Masonry Cavity Walls Subjected to In-Plane Cyclic Loading
by: Yannian Zhang, et al.
Published: (2020-01-01) -
Literature Review of the In-Plane Behavior of Masonry Walls: Theoretical vs. Experimental Results
by: Thomas Celano, et al.
Published: (2021-06-01) -
Influence of Clay Block Masonry Properties on the Out-of-Plane Behaviour of Infilled RC Frames
by: Vasilis Sarhosis, et al.
Published: (2019-01-01) -
Quantifying the out-of-plane response of unreinforced masonry walls subjected to relative support motion
by: Michele Godio, et al.
Published: (2019-08-01)