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999 _c19825
_d19825
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040 _aAIKTC-KRRC
_cAIKTC-KRRC
100 _921646
_aPrawin, J.
245 _aBridge global damage identificaiton using vibration data
250 _aVol.49(5), Dec-Jan
260 _aChennai
_bCSIR- Strctural Engineering research Centre
_c2022-23
300 _a384-404p.
520 _aMode shapes are the predominant dynamic sensitive features for structural damage identification. This paper proposes a vibration-based bridge global damage identification technique using mode shape data. Two cases of global damages: increased boundary stiffness as a result of scouring are analyzed by the proposed vibration-based damage diagnostic technique. New damage indicators based on the shape change of the first mode shape gradient and root mean square difference of first mode shape between healthy and damaged bridge are proposed for bridge bearing and scouring damage identification.
650 0 _94621
_aCivil Engineering
773 0 _x0970-0137
_dChennai CSIR-Structural Engineering Research Centre
_tJournal of structural engineering (JOSE)
856 _uhttp://jose.serc.res.in/index.php/JOSE
_yClick here
942 _2ddc
_cAR