Wind–Temperature Load Combination Coefficients for Long-Span Hybrid Cable-Stayed Suspension Bridge with Considerations of Load Correlation and Geometry Nonlinearity.

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Bibliographic Details
Title: Wind–Temperature Load Combination Coefficients for Long-Span Hybrid Cable-Stayed Suspension Bridge with Considerations of Load Correlation and Geometry Nonlinearity.
Authors: Wu, Yuzhe1, Zhou, Xiaoyi2,3, 220233488@seu.edu.cn, Miao, Yuchen2,3, Xiong, Wen1,2,3, wxiong12@hotmail.com
Source: Applied Sciences (2076-3417); Oct2025, Vol. 15 Issue 20, p11202, 22p
Database: Applied Science & Technology Source
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ISSN:20763417
DOI:10.3390/app152011202