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Nonlinear numerical modelling of complex masonry heritage structures considering history-related phenomena in staged construction analysis and material uncertainty in seismic assessment

Author
Saloustros, S.; Pelà, L.; Roca, P.
Type of activity
Journal article
Journal
Journal of performance of constructed facilities
Date of publication
2020-10
Volume
34
Number
5
First page
04020096:1
Last page
04020096:17
DOI
10.1061/(ASCE)CF.1943-5509.0001494
Project funding
Multilevel assessment of seismic vulnerability and risk mitigation of masonry buildings for resilient historical urban centres
Repository
http://hdl.handle.net/2117/327282 Open in new window
URL
https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29CF.1943-5509.0001494 Open in new window
Abstract
This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29CF.1943-5509.0001494. This paper presents the systematic use of numerical analysis as a tool for addressing some of the most common challenges encountered in the structural analysis of complex historical masonry structures, i.e. the description of the effects of history-related ph...
Citation
Saloustros, S.; Pelà, L.; Roca, P. Nonlinear numerical modelling of complex masonry heritage structures considering history-related phenomena in staged construction analysis and material uncertainty in seismic assessment. "Journal of performance of constructed facilities", Octubre 2020, vol. 34, núm. 5, p. 04020096:1-04020096:17.
Keywords
Crack-tracking, Earthquakes, Historical masonry structures, Monte-Carlo simulation, Probabilistic analysis, Pushover, Stochastic analysis, Visco-elastic-ity, continuum damage mechanics
Group of research
ATEM - Structural and Materials Technology

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