Shichao Wang

Apr 13, 2024 | mdpi.com | Rui Ji |Xi Cui |Wenzheng Zhang |Shichao Wang

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Feb 18, 2024 | mdpi.com | Shichao Wang |Jun Song |JunRu Guo |Yanzhao Fu

All articles published by MDPI are made immediately available worldwide under an open access license. No specialpermission is required to reuse all or part of the article published by MDPI, including figures and tables. Forarticles published under an open access Creative Common CC BY license, any part of the article may be reused withoutpermission provided that the original article is clearly cited. For more information, please refer tohttps://www.mdpi.com/openaccess.

Nov 19, 2023 | mdpi.com | Shichao Wang |Gang Zhang |Jie Li |Yubo Wang

1. IntroductionThe steel truss girder possesses the advantages of being lightweight, having a long span, and exhibiting high stiffness [1], which makes it widely used in double-deck bridges [2]. Due to factors such as solar radiation, atmospheric temperature [3], wind speed, and other environmental conditions, significant variations occur in its temperature field [4,5], resulting in noticeable temperature discrepancies among components.