Publication
Simulation of masonry out-of-plane failure modes by multi-body dynamics
dc.contributor.author | Costa, Alexandre A. | |
dc.contributor.author | Penna, Andrea | |
dc.contributor.author | Arêde, António | |
dc.contributor.author | Costa, Aníbal | |
dc.date.accessioned | 2016-02-03T10:24:32Z | |
dc.date.available | 2016-02-03T10:24:32Z | |
dc.date.issued | 2015 | |
dc.description.abstract | The seismic assessment of the local failure modes in existing masonry buildings is currently based on the identification of the so-called local mechanisms, often associated with the out-of-plane wall behavior, whose stability is evaluated by static force-based approaches and, more recently, by some displacement-based proposals. Local mechanisms consist of kinematic chains of masonry portions, often regarded as rigid bodies, with geometric nonlinearity and concentrated nonlinearity in predefined contact regions (unilateral no-tension behavior, possible sliding with friction). In this work, the dynamic behavior of local mechanisms is simulated through multi-body dynamics, to obtain the nonlinear response with efficient time history analyses that directly take into account the characteristics of the ground motion. The amplification/filtering effects of the structure are considered within the input motion. The proposed approach is validated with experimental results of two full-scale shaking-table tests on stone masonry buildings: a sacco-stone masonry façade tested at Laboratório Nacional de Engenharia Civil and a two-storey double-leaf masonry building tested at European Centre for Training and Research in Earthquake Engineering (EUCENTRE). | pt_PT |
dc.identifier.doi | 10.1002/eqe.2596 | pt_PT |
dc.identifier.uri | http://hdl.handle.net/10400.22/7615 | |
dc.language.iso | eng | pt_PT |
dc.peerreviewed | yes | pt_PT |
dc.relation.ispartofseries | Earthquake Engineering and Structural Dynamics;Vol. 44, Issue 14 | |
dc.relation.publisherversion | http://onlinelibrary.wiley.com/doi/10.1002/eqe.2596/abstract | pt_PT |
dc.subject | Out-of-plane | pt_PT |
dc.subject | Masonry | pt_PT |
dc.subject | Numerical | pt_PT |
dc.subject | Dynamics | pt_PT |
dc.subject | Multi-body | pt_PT |
dc.subject | Shaking table | pt_PT |
dc.title | Simulation of masonry out-of-plane failure modes by multi-body dynamics | pt_PT |
dc.type | journal article | |
dspace.entity.type | Publication | |
oaire.citation.endPage | 2549 | pt_PT |
oaire.citation.issue | 44 | pt_PT |
oaire.citation.startPage | 2529 | pt_PT |
oaire.citation.title | Earthquake Engineering and Structural Dynamics | pt_PT |
oaire.citation.volume | 14 | pt_PT |
rcaap.rights | restrictedAccess | pt_PT |
rcaap.type | article | pt_PT |