Implementation of the seismic capacity of buildings



Academic coordinator | Mª Luisa Rapún Banzo, Technical University of Madrid


Business coordinator | Diego Fernández, Project manager of HABITEC



Description | The problem deals with getting the seismic response of the structure of a building. This is represented by the curve of capacity of a building that connects seismic acceleration at its base with the maximum displacement that occurs at the top of the building. For this, a modal analysis in which a system of multiple degrees of freedom is converted into an equivalent system of one degree of freedom, from which the capacity curve can be obtained. It is necessary that the method used to obtain the curve of capacity of a building is very fast with a view to implementation in a Software Seismic Qualification of buildings.


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