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    Fire Behavior of Prestressed Stayed Columns: Critical Temperature and Mode Transition 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 005:;page 04024038-1
    Author(s): Kaidong Wu; Zhe Xing; Guoqiang Li; Haosong Chang
    Publisher: ASCE
    Abstract: Prestressed stayed columns are vulnerable to the stiffness loss in fire. This study aims to reveal the fire resistance and failure behavior of this system. Based on the theoretical optimum prestress, the fire behavior of ...
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