Tsoukantas, Spyros, Giandomenico Toniolo, Stefano Pampanin, S. K. Ghosh, Larbi Sennour, Thomas D’Arcy, Saha Sthaladipti, Marco Menegotto, Şevket Özden, Válter Lúcio, Carlos Chastre, Stefanos Dritsos, Ioannis Psycharis, Tryfon Topintzis, Georgia Kremmyda, David Fernández-Ordóñez, André de Chefdebien, Simon Hughes, and Lasse Rajala fib Bulletin 78. Precast-concrete buildings in seismic areas. fib bulletin. Lausanne: International Federation for Structural Concrete (fib), 2016.
AbstractThis document has a broad scope and is not focussed on design issues. Precast construction under seismic conditions is treated as a whole. The main principles of seismic design of different structural systems, their behavior and their construction techniques are presented through rules, construction steps and sequences, procedures, and details that should lead to precast structures built in seismic areas complying with the fundamental performance requirements of collapse prevention and life safety in major earthquakes and limited damage in more frequent earthquakes.The content of this document is largely limited to conventional precast construction and, although some information is provided on the well-known “PRESSS technology” (jointed ductile dry connections), this latter solution is not treated in detail in this document.The general overview, contained in this document, of alternative structural systems and connection solutions available to achieve desired performance levels, intends to provide engineers, architects, clients, and end-users (in general) with a better appreciation of the wide range of applications that modern precast concrete technology can have in various types of construction from industrial to commercial as well as residential. Lastly, the emphasis on practical aspects, from conceptual design to connection detailing, aims to help engineers to move away from the habit of blindly following prescriptive codes in their design, but instead go back to basic principles, in order to achieve a more robust understanding, and thus control, of the seismic behaviour of the structural system as a whole, as well as of its components and individual connections.
Ludovico-Marques, Marco, and Carlos Chastre. "
Durability Assessment of Consolidation Effect on Sandstone Monuments."
41th IAHS Word Congress of Housing. Sustainability and Innovation for the Future. Albufeira, Portugal 2016. 10p.
AbstractThe façades of St. Leonard’s church and the castle in Atouguia da Baleia village in western region of Portugal are monuments built in Middle Ages. Significant stone degradation patterns are visible, being the alveolization an outstanding case study.The more porous type of sandstones similar to the variety found in the vernacular architecture of Atouguia da Baleia was treated with ethyl silicates. In order to allow the study of the durability of these conservation treatments, accelerated artificial ageing salt crystallization tests were carried out and an automatic ageing chamber was developed.Physical and mechanical behaviour was assessed on consolidated specimens before and after accelerated artificial ageing salt crystallization tests. The authors propose a prediction of the durability of these consolidation treatments by means of the salt crystallization ageing results.
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.
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.
Lopes, Rui Amaral, João Martins, Daniel Aelenei, and Celson Pantoja Lima. "
A cooperative net zero energy community to improve load matching."
Renewable Energy. 93.August (2016): 1-13.
AbstractThe work reported here addresses load matching improvement in Net Zero Energy Buildings (Net-ZEBs). The related relevant literature shows that currently research work is mainly focused on improving the load matching of individual buildings. In this paper the concept of a Cooperative Net Zero Energy Community (CNet-ZEC) is introduced, extending discussion to the enhancement of load matching at a wider community level. Both building and community levels are compared in order to assess the work proposed here, through the analysis of three distinct scenarios where five Net-ZEBs work individually or in community.
The results presented here were obtained through a detailed simulation based on 1-min resolution stochastic load profiles and recorded weather data. The results indicate that over the period of a year the CNet-ZEC has the potential to increase the electrical demand covered by onsite electricity generation up to 21% and the on-site generation that is used by the building up to 15%. The following elements are considered by the CNet-ZEC in order to produce those results: (i) demand heterogeneity of the buildings integrating the community; (ii) the higher number of controllable devices; and (iii) the potential higher amount of energy available to satisfy the community demand.
Polcyn, M. J., N. Bardet, M. Amaghzaz, O. A. Gonçalves, E. Jourani, H. F. Kaddumi, J. Lindgren, O. Mateus, S. Meslouhf, ML Morais, X. Pereda-Suberbiola, AS Schulp, P. Vincent, and LL Jacobs An extremely derived plioplatecarpine mosasaur from the Maastrichtian of Africa and the Middle East. Vol. 16-20. 5th Triennial Mosasaur Meeting- a global perspective on Mesozoic marine amniotes, 16-20.May 16-20, 2016. Uppsala, Sweden: Museum of Evolutiom, Uppsala University., 2016.
Abstract