For a specific pedestrian timber link case study, the authors had the chance to collect measurements of the structural response for a period of a few days but with the chance to repeat the monitoring in different seasonal weather conditions. This paper provides a synthesis of the data collected up to now. A parallel numerical model was implemented accounting for different potential constitutive law of the timber components and different hypotheses on the supports behavior.
|Titolo:||Pedestrian Timber Bridge: Experimental Investigation and Modelling|
|Data di pubblicazione:||2013|
|Citazione:||Pedestrian Timber Bridge: Experimental Investigation and Modelling / Casciati, Sara; Faravelli, L.; Bortoluzzi, D.. - 569-570(2013), pp. 319-326. ((Intervento presentato al convegno 10th International Conference on Damage Assessment of Structures, DAMAS 2013 tenutosi a Dublin; Ireland; nel 8 July 2013 through 10 July 2013.|
|Appare nelle tipologie:||4.1 Contributo in Atti di convegno|