Abstract:The hea董 th monitoring ofstructure is to detect the cvmulative da皿 age by the fatigue ofstructure fbr the vibration caused by transportat 孟 on , wind and earthquake etc . The signal according to development of fatigue crack shall be detected the displacement , velocity , acceleration and dyna皿 ic strain etc . . Usually , the dynamic strain is皿 ensured by using st, rain gauges , However , the strain gauges are not suitabie f ( ) r long term 皿 onitoring beca. use the bondi 囗 g material used to attach theln tDstr… Show more
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