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Curso de Especialização em Ciências Documentais realizado na Universidade dos A...

Contributos para um Conceito de “Biblioteca Inclusiva”

Num contexto de “inclusão da diferença”, pretendemos lançar a discussão sobre a melhor forma de actuação com vista à inclusão de pessoas com necessidades especiais, especialmente pessoas com deficiência visual, no circuito normal de leitura. Nesta linha propomo-nos abordar e debater o conceito de “Biblioteca Inclusiva”Muito se tem falado actualmente de inclusão: “infoinclusão”, “inclusão de alunos com necessida...

Simplified indexes for the seismic assessment of masonry buildings : internatio...

Heritage masonry buildings are particularly vulnerable to earthquakes because they are deteriorated and damaged, they were built with materials with low resistance, they are heavy and the connections between the various structural components are often insufficient. The present work details a simplified method of seismic assessment of large span masonry structures that was applied to a database of forty-four mon...

Statistical assessment of damage to churches affected by the 2010-2011 Canterbu...

The Canterbury Region of New Zealand experienced an extensive earthquake sequence during 2010-2011, with two particularly severe events being on 4 September 2010 and 22 February 2011. The presented work entails a statistical analysis of the data collected for 112 churches in the affected region, including in situ damage observed by the authors and the structural assessment classification assigned by local autho...

Competição de embarcações

Tese de Mestrado Integrado. Engenharia Electrotécnica e de Computadores. Área de Especialização de Automação. Faculdade de Engenharia. Universidade do Porto. 2012

Contributos para um conceito de "Biblioteca Inclusiva"

Seismic assessment of St. James church by means of pushover analysis : before a...

The paper presents a numerical study for the seismic assessment of the St James Church in Christchurch, New Zealand affected by the recent 2011 earthquake and subsequent aftershocks. The structural behaviour of the Church has been evaluated using the finite element modelling technique, in which the nonlinear behaviour of masonry has been taken into account by proper constitutive assumptions. Two numerical model...

Using simplified indices to forecast the seismic vulnerability of New Zealand u...

Unreinforced masonry churches are particularly vulnerable to earthquakes because they are often deteriorated and damaged, they were built with comparatively low strength materials, they are heavy, and the connections between the various structural components are often insufficient to resist loads generated during earthquakes. A simplified method for seismic assessment of large span masonry churches is presented...

Post-earthquake numerical assessment and reinforcement of St James Church, New ...

This paper presents a numerical study on the seismic assessment and reinforcement of St James Church, affected by the 2011 New Zealand Earthquake. Numerical analyses were performed using a finite element model including the structural damage of the Church. The numerical model was calibrated against experimental results obtained from the dynamic identification tests carried out in situ. Nonlinear pushover analys...

Post-earthquake seismic analysis of St James church, New Zealand

The paper presents a numerical study of the seismic assessment of the St James Church in Christchurch, New Zealand affected by the most recent 2011 earthquake and subsequent aftershocks. Dynamic identification tests, as well as a careful visual inspection, were performed in the Church in order to understand its structural behaviour after the seismic action. The seismic assessment of the Church has been done usi...