Browsing by Author "Marques, F."
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- Bone mineral density in vocational and professional ballet dancersPublication . Amorim, T.; Koutedakis, Y.; Nevill, A.; Wyon, M.; Maia, J.; Machado, J. C.; Marques, F.; Metsios, G.S.; Flouris, A.D.; Adubeiro, Nuno; Nogueira, L.; Dimitriou, L.According to existing literature, bone health in ballet dancers is controversial. We have verified that, compared to controls, young female and male vocational ballet dancers have lower bone mineral density (BMD) at both impact and non-impact sites, whereas female professional ballet dancers have lower BMD only at non-impact sites.
- Genetic variation in Wnt/β-catenin and ER signalling pathways in female and male elite dancers and its associations with low bone mineral density: a cross-section and longitudinal studyPublication . Amorim, T.; Durães, C.; Machado, J. C.; Metsios, G. S.; Wyon, M.; Maia, J.; Flouris, A. D.; Marques, F.; Nogueira, Luisa; Adubeiro, Nuno; Koutedakis, Y.The association of genetic polymorphisms with low bone mineral density in elite athletes have not been considered previously. The present study found that bone mass phenotypes in elite and pre-elite dancers are related to genetic variants at the Wnt/β-catenin and ER pathways.
- Wind-induced fatigue analysis of high-rise guyed lattice steel towersPublication . Ribeiro, Diogo; Bragança, C.; Montenegro, P.A.; Carvalho, H.; Costa, B.; Marques, F.Wind-induced fatigue is a major issue for the design of slender high-rise structures. However, there are still few studies focused on this topic, resulting in a lack of practical design procedures for this type of structures. This paper aims to fill this gap by presenting a complete and practical methodology for the wind-induced fatigue life assessment of high-rise towers and its application to a 120 m cable-stayed steel tower composed by a modular lattice. The wind actions were considered as the sum of the quasi-static component according to international codes and a numerically generated, trough an ergodic stochastic process, turbulent component which is based on the Kaimal wind spectrum. Real wind measurements were also taken for a period of 15 months on a nearby MET station which, when compared with the normative scenario, proved to be much less conservative and were not used for the safety analysis. The wind velocities were used as inputs for a nonlinear dynamic analysis from which stress time histories were derived for 10 potentially critical structural details. The damage in each detail was computed through the application of the Rainflow counting algorithm and Palmgren-Miner’s damage accumulation law, indicating the connection region between the modules as the critical detail with respect to fatigue damage.