Structures subjected to Human Actions


Autoria(s): Fraile de Lerma, Alberto; Fernández Martínez, Javier; Hermanns, Lutz Karl Heinz; Alarcón Álvarez, Enrique
Data(s)

2014

Resumo

In this paper we present the tests on a structure designed to be a gymnasium, which has natural frequencies within that range. In these tests the gym slab was instrumented with acceleration sensors and different people jumped on a force plate installed on the floor. The test results have been compared with predictions based on the two existing load modelling alternatives (Sim and SCI Guide) and two new methodologies for modelling jumping loads has been proposed. The results of the force plate trials were analysed in an attempt to better characterize the profile of the jump force and determine how best to approximate it. In the first proposed methodology the study is carried out in the frequency domain using an average power spectral density of the jumps. In the second proposed methodology, the jump force is decomposed into the summation of one peak with a large period and a number of peaks with smaller periods. Utilizing a similar model to that of the Sim model, the approximation will still be comprised of the summation of two quadratic cosine functions.

Formato

application/pdf

Identificador

http://oa.upm.es/33591/

Idioma(s)

eng

Publicador

E.T.S.I. Industriales (UPM)

Relação

http://oa.upm.es/33591/1/Structures_subjected.pdf

http://www.ctresources.info/ccp/paper.html?id=8214

Direitos

http://creativecommons.org/licenses/by-nc-nd/3.0/es/

info:eu-repo/semantics/restrictedAccess

Fonte

Proceedings of the Twelfth International Conference on Computational Structures Technology | 12th International Conference on Computational Structures Technology | 02/09/2014-05/09/2014 | Nápoles (Italia)

Palavras-Chave #Ingeniería Civil y de la Construcción
Tipo

info:eu-repo/semantics/conferenceObject

Ponencia en Congreso o Jornada

NonPeerReviewed