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Nonlinear response of masonry wall structures subjected to cyclic and dynamic loading

Autor
Sima, J.; Roca, P.; Molins, C.
Tipus d'activitat
Article en revista
Revista
Engineering structures
Data de publicació
2011-06
Volum
33
Número
6
Pàgina inicial
1955
Pàgina final
1965
DOI
https://doi.org/10.1016/j.engstruct.2011.02.033 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/13136 Obrir en finestra nova
Resum
The assessment of the dynamic or seismic performance of complex structures often requires the integration in the time domain of the structural equation of motion in the frame of a nonlinear analysis. Although sophisticated methods have been developed for the nonlinear analysis of masonry wall structures, including the macro- and micro-modeling approaches, these require large computational effort still limiting the extent and complexity of the structures analyzed. This paper presents an alternati...
Citació
Sima, J.; Roca, P.; Molins, C. Nonlinear response of masonry wall structures subjected to cyclic and dynamic loading. "Engineering structures", Juny 2011, vol. 33, núm. 6, p. 1955-1965.
Grup de recerca
ATEM - Anàlisi i Tecnologia d'Estructures i Materials

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