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    Effect of the concrete cover thickness ratio on the post-yield stiffness of bridge columns with partially unbonded unstressed steel strands

    Effect of the concrete cover thickness ratio on the post-yield stiffness of bridge columns with partially unbonded unstressed steel strands oleh Yu-Chen Ou, Jhen-Wei Wu, Ade Yuniati Pratiwi

    Diterbitkan 2022-09-01
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