Applicability of FEM for nonlinear seismic analysis of URM structures with timber diaphragms accounting for wall-to-floor/roof connections

The seismic behaviour of unreinforced masonry (URM) structures is generally governed by a complex interaction between the out-of-plane and in-plane responses of the walls, depending on the in-plane stiffness of timber diaphragms and the efficiency of wall-to-floor/roof connections. The presence of t...

Full description

Bibliographic Details
Main Author: Ciocci, Maria Pia (author)
Other Authors: Marques, Rui Filipe Pedreira (author), Lourenço, Paulo B. (author)
Format: conferenceObject
Language:eng
Published: 2019
Subjects:
Unreinforced masonry buildings
Finite element modelling
Timber diaphragms
Wall-to-floor/roof connections
Benchmark shaking table test
Seismic response
Engenharia e Tecnologia::Engenharia Civil
Cidades e comunidades sustentáveis
Online Access:https://hdl.handle.net/1822/77765
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/77765

Internet

https://hdl.handle.net/1822/77765

Similar Items