摘要：The objectives of the paper are both seismic instrumentation for damage assessment and enhancing of seismic resistance of buildings.In according with seismic design codes in force the buildings are designed to resist at seismic actions.Due to the time evolution of these design provisions,there are buildings that were designed decades ago,under the less stringent provisions.The conceptual conformation is nowadays provided in all Codes of seismic design.According to the Code of seismic design P100-1:2006 the asymmetric structures do not have an appropriate seismic configuration;they have disadvantageous distribution of volumes,mass and stiffness.Using results of temporary seismic instrumentation the safety condition of the building may be assessed in different phases of work.Based on this method,the strengthening solutions may be identified and the need of seismic joints may be emphasised.All the aforementioned ideas are illustrated through a case study.Therefore it will be analysed the dynamic parameter evolution of an educational building obtained in different periods.Also,structural intervention scenarios to enhance seismic resistance will be presented.
