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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Dai, Changyuan / Su, Qingtian / Shao, Changyu / Zhang, Chunlei (2024): Experimental and Numerical Analysis on Bending Behavior of Hybrid Bridge Deck System Composed of Transversely Connected OSD and Composite Deck. In: International Journal of Steel Structures, v. 24, n. 2 (February 2024).

    https://doi.org/10.1007/s13296-024-00823-w

  2. Zhang, Chunlei / Shao, Changyu / Su, Qingtian / Dai, Changyuan (2023): An Experimental Study on Negative Bending Behavior of Composite Bridge Decks with Steel-Fiber-Reinforced Concrete and Longitudinal Bulb-Flat Ribs. In: International Journal of Steel Structures, v. 23, n. 3 (4 April 2023).

    https://doi.org/10.1007/s13296-023-00725-3

  3. Zhang, Chunlei / Shao, Changyu / Su, Qingtian / Wang, Qian / Dai, Changyuan (2022): Structural Design and Analysis of Orthotropic Steel-SSDC Composite Deck Used for the Widening of the Songpu Bridge. Presented at: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022.

    https://doi.org/10.2749/nanjing.2022.1111

  4. Su, Qingtian / Dai, Changyuan / Jiang, Xu (2019): Bending performance of composite bridge deck with T-shaped ribs. In: Frontiers of Structural and Civil Engineering, v. 13, n. 4 (August 2019).

    https://doi.org/10.1007/s11709-019-0532-8

  5. Su, Qingtian / Zeng, Minggen / Dai, Changyuan / Wu, Chong / Shao, Changyu (2016): Bending Capacity of Orthotropic Composite Bridge Deck with T-Shaped Steel Ribs. Presented at: IABSE Conference: Bridges and Structures Sustainability - Seeking Intelligent Solutions, Guangzhou, China, 8-11 May 2016.

    https://doi.org/10.2749/222137816819258311

  6. Su, Qingtian / Dai, Changyuan / Xu, Chen (2018): Full-Scale Experimental Study on the Negative Flexural Behavior of Orthotropic Steel–Concrete Composite Bridge Deck. In: Journal of Bridge Engineering (ASCE), v. 23, n. 12 (December 2018).

    https://doi.org/10.1061/(asce)be.1943-5592.0001320

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