Chastre, Carlos, and Marco Ludovico-Marques. "
Avaliação dos Portais da Igreja de São Leonardo na Atouguia da Baleia Utilizando Testes Não Destrutivos."
10º Congresso de Mecânica Experimental (CNME 2016). LNEC, Lisbon, Portugal 2016. 12.
AbstractNeste artigo é apresentado um resumo das intervenções de conservação realizadas no século passado na Igreja de São Leonardo, bem como um resumo dos estudos realizados na última década. Em seguida mostra-se o padrão de degradação que ocorre nos portais de arenito da igreja e é analisada a evolução da alveolização que ocorreu nos portais de arenito ao longo dos últimos sessenta a setenta anos. No final, a inspeção visual dos portais de arenito é comparada com um levantamento realizado através de varrimento por laser tridimensional.
Chastre, Carlos, Hugo Biscaia, and Noel Franco. "
Reforço de Vigas de Betão Armado com Armaduras Pós-Instaladas de Aço ou de FRP."
10º Congresso de Mecânica Experimental (CNME 2016). LNEC, Lisbon, Portugal 2016. 12.
AbstractApresentam-se e analisam-se um conjunto de ensaios realizados em vigas de betão armado reforçadas com armaduras pós-instaladas de aço ou de FRP, incluindo os referentes a uma nova técnica (CREatE) desenvolvida na FCT NOVA, tendo-se concluído que a técnica CREatE possibilita aumentos de resistência e ductilidade consideráveis face às técnicas tradicionais.
Amarante dos Santos, Filipe, Corneliu Cismasiu, Rui Perdigão, Vasco Bernardo, João Sampayo, Paulo Candeias, Campos A. Costa, A. Carvalho, and Luís Guerreiro. "
Comportamento sísmico de ligações em passadiços pré-fabricados ."
10º Congresso Nacional de Sismologia e Engenharia Sísmica. Ponta Delgada, Açores 2016.
Moretto, Susana, Douglas Robinson, Jens Schippl, and António Brandão Moniz. "
Beyond visions: survey to the high-speed train industry."
Transportation Research Procedia. 2016.14 (2016): 1839-1846.
AbstractIn Europe, the technology development of high-speed trains is increasingly exposed to societal needs, driven by ICT advancements, external to traditional design. Together with the liberalisation of the rail markets and increase pressures from other transport modes leads to an unprecedented situation where planers, operators and suppliers of high-speed have to take decision in this complex and competitive environment.
In such broadening of elements influencing design and, thus, product development process, from the survey here to be presented, it was not observed technology options assessment or strategic agenda setting from visions shifting in the same way.
For the high-speed train industry this new trend requires going beyond the visions of the past 15 to 20 years’ practices of “sector endogenous” and structurally closed strategic methods approaches to a broader interaction with the widening of societal actors now capable of being active contributors to innovation from digitalization.
This way to understand the European industry readiness for undertaking such supra systemic challenge, this paper presents the results from a survey conducted by the authors to 74 representatives of the high-speed train innovation chain regarding to which extent societal embedding is considered in the drafting of their visions and technology development projects.
This work becomes even more pertinent if considered that the debate is now open in the railway industry (not exclusive to high-speed trains) as they are launching the joint initiative SHIFT2RAIL, revise ERRAC (the European Rail Research Advisory Council) mandate and enter in a new research cycle with the European research framework Horizon 2020.
Lapi, Massimo, Daniele Martini, Emilio Zagli, Maurizio Orlando, Antonio Ramos, and Paolo Spinelli. "
Comparison of flat slab strengthening techniques against punching-shear."
Proceedings of The New Boundaries of Structural Concrete 2016, NBSC2016, Italy ACI Chapter. Capri, Italy: Italy ACI Chapter, 2016.
AbstractPunching-shear capacity of slab-column connections in existing R/C structures may be inadequate to bear design loads, so strengthening works are required. The lack of punching resistance may be due to detailing, design or building errors; in other cases, such lack is due to a change of use, which requires an increase of resistance. Different techniques have been developed for strengthening R/C slabs against punching: enlargement of the support, gluing external fibre reinforced polymers or casting a bonded concrete overlay (BCO) on the slab's top surface, insertion of post-installed steel bolts, application of fibre reinforced polymers cords as shear reinforcement. In the paper, the authors apply the Critical Shear Crack Theory (CSCT) to all of these techniques and evaluate their efficacy with reference to a case study.