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| 1 |
Damage assessment of a bridge based on mode shapes estimated by responses of passing vehicles
Oshima, Yoshinobu;Yamamoto, Kyosuke;Sugiura, Kunitomo;
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Techno-Press
, v.13, no.5, pp.731-753,
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| 2 |
Variability in bridge frequency induced by a parked vehicle
Chang, K.C.;Kim, C.W.;Borjigin, Sudanna;
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Techno-Press
, v.13, no.5, pp.755-773,
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| 3 |
Drive-by bridge inspection from three different approaches
Kim, C.W.;Isemoto, R.;McGetrick, P.J.;Kawatani, M.;OBrien, E.J.;
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Techno-Press
, v.13, no.5, pp.775-796,
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| 4 |
Constructing the mode shapes of a bridge from a passing vehicle: a theoretical study
Yang, Y.B.;Li, Y.C.;Chang, K.C.;
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Techno-Press
, v.13, no.5, pp.797-819,
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| 5 |
A drive-by inspection system via vehicle moving force identification
OBrien, E.J.;McGetrick, P.J.;Gonzalez, A.;
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Techno-Press
, v.13, no.5, pp.821-848,
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| 6 |
Indirect structural health monitoring of a simplified laboratory-scale bridge model
Cerda, Fernando;Chen, Siheng;Bielak, Jacobo;Garrett, James H.;Rizzo, Piervincenzo;Kovacevic, Jelena;
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Techno-Press
, v.13, no.5, pp.849-868,
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| 7 |
A structural damage detection approach using train-bridge interaction analysis and soft computing methods
He, Xingwen;Kawatani, Mitsuo;Hayashikawa, Toshiro;Kim, Chul-Woo;Catbas, F. Necati;Furuta, Hitoshi;
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Techno-Press
, v.13, no.5, pp.869-890,
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