In-plane shear behaviour of stone masonry piers: a numerical study

This work aims to presenting a laboratory test of an existing Azorean stone masonry pier, transported to the Laboratory for Earthquake and Structural Engineering (LESE, FEUP, Porto), exhibiting significant energy dissipation but small displacement capacity. A complete 3D non-linear numerical simulat...

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Bibliographic Details
Main Author: A. A. Costa (author)
Other Authors: B. Silva (author), J. M. Guedes (author), A. Arêde (author), A. Costa (author)
Format: book
Language:eng
Published: 2008
Subjects:
Online Access:https://hdl.handle.net/10216/67502
Country:Portugal
Oai:oai:repositorio-aberto.up.pt:10216/67502