Analysis of Rational Finite Element Model of Two-Span Skew Girder Bridge Based on Shaking Table Test by Ying Huang, Yongji Xu

“…Based on the shaking table test, the seismic responses of the main parameters of the two-span skew bridge were gutted. …”
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Experimental Comparison of the Performance of Shear Frame with TLD and TLCD Under Harmonic Ground Motion by Yunus Emre Kebeli, Ersin Aydın, Baki Öztürk, Hüseyin Çetin

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