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    Reduction of Maximum and Residual Drifts on Posttensioned Steel Frames with Semirigid Connections by Arturo López-Barraza, Edén Bojórquez, Sonia E. Ruiz, Alfredo Reyes-Salazar

    Published 2013-01-01
    “…Thirty long-duration narrow-banded earthquake ground motions recorded on soft soil sites of Mexico City are used for the analyses. It is concluded that the structural response of steel buildings with posttensioned connections subjected to intense earthquake ground motions is reduced compared with the seismic response of traditional buildings with welded connections. …”
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