000015632 001__ 15632
000015632 005__ 20161115135325.0
000015632 04107 $$aeng
000015632 046__ $$k2013-06-12
000015632 100__ $$aCasciati, S.
000015632 24500 $$aHuman Induced Vibrations in a Pedestrian Timber Bridge

000015632 24630 $$n34.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000015632 260__ $$bNational Technical University of Athens, 2013
000015632 506__ $$arestricted
000015632 520__ $$2eng$$aThe mountain landscape fits well with slender timber structures. Among them timber bridges are becoming very popular, and the designers are extending the span toward the hundred meters threshold. For a long pedestrian timber bridge in the Italian Alps, the authors had the chance to acquire measurements of the structural response which were collected for periods of few days and repeated in different seasonal weather conditions. A previously developed elaboration of the collected data leads to the validation of a numerical model. In this paper, the numerical model is used to investigate the dynamic response of the structural system which, according to the current structural code, can be ignored along the design process.

000015632 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000015632 653__ $$aCondition monitoring; Fatigue damage; Structural health monitoring; Structural integrity.

000015632 7112_ $$aCOMPDYN 2013 - 4th International Thematic Conference$$cIsland of Kos (GR)$$d2013-06-12 / 2013-06-14$$gCOMPDYN2013
000015632 720__ $$aCasciati, S.$$iFaravelli, L.$$iBortoluzzi, D.
000015632 8560_ $$ffischerc@itam.cas.cz
000015632 8564_ $$s1442076$$uhttps://invenio.itam.cas.cz/record/15632/files/1175.pdf$$yOriginal version of the author's contribution as presented on CD, section: CD-MS 38 HUMAN INDUCED VIBRATIONS
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000015632 962__ $$r15525
000015632 980__ $$aPAPER