Listar CMMoST 2015. International Conference on Mechanical Model in Structural Engineering (3rd. 2015. Sevilla) por fecha de publicación
Mostrando ítems 41-56 de 56
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Ponencia
Mathematical Model for Soil-Structure-Interaction in inverted pendulum type structures
(Víctor Compán Cardiel [etc.], 2015)Considering that mass rotational inertia in a structure with an inverted pendulum shape increases period of vibration of ...
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Ponencia
3D Multi-pass finite element welding modelling of butt-welded plate specimen
(Víctor Compán Cardiel [etc.], 2015)A multi-pass welding of a thin rectangular (dog-bone shaped) butt joint plate is numerically simulated as a coupled ...
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Ponencia
Pelli Tower in Sevilla: a new concept in the building architecture
(Víctor Compán Cardiel [etc.], 2015)Pelli Tower is being built in the City of Sevilla. A new concept of building Architecture is born. Singularities are being ...
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Ponencia
Applying photoelasticity to masonry structures analysis
(Víctor Compán Cardiel [etc.], 2015)Photoelastic analysis is proposed to study the behaviour of discontinuous and orthotropic media subjected to loads. These ...
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Ponencia
Upper bound to the effective area of concrete in tension
(Víctor Compán Cardiel [etc.], 2015)The effective tension area of concrete is a well known parameter in structural concrete. It is involved in several phenomena ...
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Ponencia
Modelling Unreinforced, TRM‐strengthened and FRP‐strengthened brick masonry walls subjected to eccentric compressive load
(Víctor Compán Cardiel [etc.], 2015)The mixed bending/buckling collapse mode of brick masonry walls might be prevented by installing strengthening systems ...
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Ponencia
Analysis of the influence of the block in the dynamic properties of domestic buildings with masonry structure
(Víctor Compán Cardiel [etc.], 2015)The modal analysis of a building, performed by finite element method, is usually made in a building isolated model. In the ...
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Ponencia
Analysis of masonry vaults as a topology optimization problem
(Víctor Compán Cardiel [etc.], 2015)An innovative approach is proposed to analyze 3D masonry vaults, assuming masonry to behave as a linear elastic no‐tension ...
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Ponencia
Monumental tree protection by an unique pedestrian bridge
(Víctor Compán Cardiel [etc.], 2015)This paper describes the conceptual design, the structural analysis and the results of a viewpoint pedestrian bridge, ...
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Ponencia
The implementation of the new technologies for advanced graphic expression in studies conducted using structural graphical statics and its comparison with architectural treatises of the time
(Víctor Compán Cardiel [etc.], 2015)Technological evolution has brought us new methods of analysing and studying historical architectural buildings by means ...
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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 ...
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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 ...
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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, ...
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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 ...
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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 ...
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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 ...