Papers by Keyword: Augment Section Method

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Authors: Jun Tao Kang, Nan Wang, Yun Jiang Huang
Abstract: The reliability of existing double-curvature bridge strengthened with augment section method is put forward based on time-dependent reliability theory. The concerned statistical parameter is taken by using the finite element software. First-order second-moment method is used to evaluate the reliability indexes which estimate the working state of the structure. Combined with a practical example, the time-dependent reliability is illustrated.
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