Reliability design for bearing capacity of steel plate strengthened RC beams based on the improved design value method
Yuting Tong,
Jitao Yao,
Luyang Zhang
Abstract:The partial factor method is widely employed as a design approach for structural reliability and serves as a crucial foundation for structural design codes. However, in practical applications, this method has gradually revealed shortcomings, such as issues with generality and insufficient precision in reliability control. In this article, an improved design value method for the bearing capacity design of steel plate strengthened RC beams was established. Additionally, considering the impact of the live‐to‐dead… Show more
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