ONE-SIDED rocking analysis of corner mechanisms in masonry structures: Influence of geometry, energy dissipation, boundary conditions
The corner mechanism in masonry structures is one of the out-of-plane modes that may frequently occur under dynamic actions such as earthquakes. The three dimensional motion, in principle complex to treat, can be simplified into a two-dimensional problem, where a prismatic equivalent block is associ...
Main Author: | |
---|---|
Other Authors: | , , , |
Format: | article |
Language: | eng |
Published: |
2019
|
Subjects: | |
Online Access: | http://hdl.handle.net/1822/67737 |
Country: | Portugal |
Oai: | oai:repositorium.sdum.uminho.pt:1822/67737 |