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    Research on the influencing factors for residual displacements of RC bridge columns subjected to earthquake loading

    Following the 1995 Kobe earthquake, many RC bridge columns were demolished due to a residual drift ratio of more than 1.75 % even though they did not collapse. The residual drift ratio is a quantitative index ...

    Hu Cheng, Hongnan Li, Dongsheng Wang, Zhiguo Sun… in Bulletin of Earthquake Engineering (2016)