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|title: ||Seismic performance and strengthening of traditional masonry buildings in the city centre of Coimbra|
|authors: ||Vicente, R.|
|keywords: ||Old city centres|
Finite element modelling
|issue date: ||2006|
|abstract: ||The increasing concern and consequent appraisal on durability, conservation state
and changeable use and function of old buildings in urban centres relies a great deal on the
structural safety evaluation of vertical load capacity but also the capable resistance to
horizontal forces. The need to assess seismic vulnerability, particularly of the traditional
masonry buildings is a key issue. Particular attention has been put upon the building stock of
the old city centre of Coimbra, mainly constituted by old masonry load-bearing buildings of
significant architectural value.
The evaluation of the seismic vulnerability of old buildings is essential in the definition of the
strengthening needs and minimization of possible damages due to seismic actions, in
safeguarding of built heritage or in the identification of critical buildings. This paper intends
to contribute for the assessment of old buildings considering the local seismic risk.
A three dimensional model was developed for an aggregate of four buildings. The finite
element modelling of these buildings has intended to identify structural fragilities, help
understand the damages detected in the existing structures (crack opening) and evaluate the
global structural safety of this type of buildings.
It will be presented the main results obtained in this study, interpreted the structural damage,
stress distribution and verified the global stability and its consequences. The dynamic
response of such constructions to seismic actions has allowed studying the structural
vulnerability. Different strengthening techniques to improve the global behaviour of these
buildings were modelled and analysed. Efficiency comparison of the strengthening strategies
is also discussed.|
|source: ||ECCM-2006: III European Conference on Computational Mechanics: Solids, Structures and Coupled Problems in Engineering|
|appears in collections||CIVIL - Comunicações|
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