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Memorias de investigación
Artículos en revistas:
Sliding collapse in masonry structures: a numerical model
Año:2015
Áreas de investigación
  • Ingeniería civil y arquitectura
Datos
Descripción
A probabilistic Non-Standard Limit Analysis based method is proposed to do safety assessments of historical masonry structures when collapse develops under sliding movements. The problem is presented as an Unilateral Contact Problem, formulated as a Complementarity Problem and solved as a Sequential Linear Programming with random starting points. The implemented method is a Monte Carlo type method that consists in: 1) fixing random points of application; 2) calculating the maximum value of the point load by Linear Programming; 3) making sure that the solution is in the onset of collapse; 4) rejecting the solutions that do not meet the requirements; 5) calculating the minimum value of the point load that would promote the collapse while keeping the same values of the limit conditions. The results are compared with a set of thirty three sliding tests carried out on dry masonry walls.
Internacional
Si
JCR del ISI
No
Título de la revista
Full Papers 3rd International Conference on Mechanical Models in Structural Engineering. CMMoST2015.
ISSN
978-84-606-9356-7
Factor de impacto JCR
Información de impacto
Volumen
DOI
Número de revista
Desde la página
629
Hasta la página
639
Mes
JUNIO
Ranking
Esta actividad pertenece a memorias de investigación
Participantes
  • Autor: Fernando Magdalena Layos (UPM)
  • Autor: Jose Ignacio Hernando Garcia (UPM)
  • Autor: eva magdalena estirado (Sciences Faculty-UAM. Autonomous University of Madrid (SPAIN).)
Grupos de investigación, Departamentos, Centros e Institutos de I+D+i relacionados
  • Creador: Departamento: Construcciones Arquitectónicas y su Control
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