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Mostrando ítems 51-56 de 56
Ponencia
Maximum values of deformation associated with the structural collaboration of the brick masonry
(Víctor Compán Cardiel [etc.], 2015)
El comportamiento de un edificio frente a un movimiento diferencial de la cimentación dependerá entre otros factores de la rigidez relativa cimentación‐estructura‐albañilería, de tal modo edificaciones con la rigidez ...
Ponencia
Static, modal and dynamic behaviour of a stress ribbon footbridge : experimental and computational results
(Víctor Compán Cardiel [etc.], 2015)
Response for the static, modal and dynamic problem corresponding to a stress ribbon footbridge is studied. The equilibrium equations describing the problem are coupled nonlinear differential equations which are numerically ...
Ponencia
Designing compression structures by topological mapping
(Víctor Compán Cardiel [etc.], 2015)
The Force Density Method has been traditionally employed to seek the equilibrium shape of tension structures. Recently, the use of a process based on topology has been introduced to provide a first network in which the ...
Ponencia
Análisis mecánico de albañilería arqueológica de adobe bajo cargas de compresión uniaxial : El caso de Huaca de la Luna
(Víctor Compán Cardiel [etc.], 2015)
This article presents an experimental and numerical study for the mechanical characterization under uniaxial compressive loading of the adobe masonry of one of the most emblematic archaeological complex in Peru, ‘Huaca de ...
Ponencia
Relevant features in steel structures teaching in building construction by project-based learning
(Víctor Compán Cardiel [etc.], 2015)
New approaches to teaching are moving towards a learning ever more active, practical and closer to professional sector, and have converged in a competence based education proposed by the European higher ...
Ponencia
Sliding collapse in masonry structures : a numerical model
(Víctor Compán Cardiel [etc.], 2015)
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 ...