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Maximum values of angular distortion associated with plastic yielding and collapse of straight concrete sections
(Víctor Compán Cardiel [etc.], 2015)
The capacity of a reinforced concrete structure to assume an angular distortion depends among other factors on the stiffness and ductility of each section. Therefore, global values such as those established by the CTE‐DB‐C ...
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 ...