Guide for the Structural Rehabilitation of Heritage ... - Test Input
Guide for the Structural Rehabilitation of Heritage ... - Test Input
Guide for the Structural Rehabilitation of Heritage ... - Test Input
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a) With gypsum ‘tell-tales’ (21) b) With displacement transducers (3)Figure 19: Monitoring <strong>of</strong> cracks in buildingsBecause <strong>the</strong> installation <strong>of</strong> a monitoring system in <strong>the</strong> building is, in general, very expensive,it should be <strong>the</strong> object <strong>of</strong> a cost-benefit analysis and only <strong>the</strong> in<strong>for</strong>mation relevant to <strong>the</strong>evolution <strong>of</strong> <strong>the</strong> phenomena will be registered. The subsequent treatment <strong>of</strong> <strong>the</strong> in<strong>for</strong>mationthat is being acquired should also be assured.3.7 Elaboration <strong>of</strong> <strong>the</strong> diagnosisThe diagnosis <strong>of</strong> <strong>the</strong> situation in <strong>the</strong> building is <strong>the</strong> process <strong>of</strong> identifying or determining <strong>the</strong>nature and <strong>the</strong> cause <strong>of</strong> <strong>the</strong> defects in <strong>the</strong> building.The diagnosis is a very delicate task, because <strong>the</strong> available data refers to <strong>the</strong> effects(symptoms), while <strong>the</strong> causes that are <strong>the</strong>ir origin (or, as it usually happens, <strong>the</strong> severalconcomitant causes) are what need to be identified. Intuition and experience are essentialcomponents <strong>of</strong> <strong>the</strong> diagnosis.On figure 20 a flowchart <strong>of</strong> <strong>the</strong> actions to be undertaken in <strong>the</strong> elaboration <strong>of</strong> <strong>the</strong> diagnosis ispresented.For <strong>the</strong> elaboration <strong>of</strong> <strong>the</strong> diagnosis, an interpretative model (scenario) that interprets <strong>the</strong>existing defects in <strong>the</strong> building will be established, based on <strong>the</strong> results <strong>of</strong> preliminaryinspection. When that in<strong>for</strong>mation is not sufficient, it has to be complemented by a detailedinspection, and, eventually, by <strong>the</strong> modelling <strong>of</strong> <strong>the</strong> building.On this modelling, usually, simplified models are used, but, in some circumstances,sophisticated models may be needed (see, section 4). The properties <strong>of</strong> <strong>the</strong> building materialsand <strong>the</strong> values <strong>of</strong> <strong>the</strong> actions to be adopted on this modelling will be <strong>the</strong> nominal ones,obtained directly from <strong>the</strong> tests or from <strong>the</strong> field measurements, without using any safetycoefficients).24/48