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Publikováno v:
Structural Control and Health Monitoring. 23:857-875
Summary In this study, a new technique for monitoring the structural health of bridge piers, from the point of view of earthquake-induced damage, is introduced and then simulated and evaluated using a scaled model of a typical bridge. This system use
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e75c50bdcc2a318089a16d527eb87a03
https://doi.org/10.1002/stc.1813
https://doi.org/10.1002/stc.1813
