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Simulation of masonry out-of-plane failure modes by multi-body dynamics

Title
Simulation of masonry out-of-plane failure modes by multi-body dynamics
Type
Article in International Scientific Journal
Year
2015
Authors
Alexandre A. Costa
(Author)
Other
Andrea Penna
(Author)
Other
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António Arêde
(Author)
FEUP
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Aníbal Costa
(Author)
Other
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Journal
Vol. 44 No. 14
Pages: 2529-2549
ISSN: 0098-8847
Publisher: Wiley-Blackwell
Scientific classification
FOS: Engineering and technology > Civil engineering
CORDIS: Technological sciences > Engineering > Civil engineering > Structural engineering
Other information
Authenticus ID: P-00G-Q9Y
Abstract (EN): 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 facade tested at Laboratorio Nacional de Engenharia Civil and a two-storey double-leaf masonry building tested at European Centre for Training and Research in Earthquake Engineering (EUCENTRE). Copyright (c) 2015 John Wiley & Sons, Ltd.
Language: English
Type (Professor's evaluation): Scientific
Contact: alc@isep.ipp.pt
No. of pages: 21
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