Author:
Chen Yuxuan,Yan Quansheng,Yu Xiaolin,Jia Buyu,Wu Yu,Luo Yufan
Funder
China Postdoctoral Science Foundation
Natural Science Foundation of Guangdong Province
China Scholarship Council
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Reference32 articles.
1. ABAQUS Documentation. (2010). Version 6.10, Dassault system, USA.
2. Abe, H., & Hosaka, T. (2002). Flexible shear connectors for railway composite girder bridges. Composite construction in steel and concrete IV, ASCE, Reston, VA (pp. 71–80).
3. Chen, S., Wang, X., & Jia, Y. (2009). A comparative study of continuous steel-concrete composite beams prestressed with external tendons: Experimental investigation. Journal of Constructional Steel Research, 65, 1480–1489.
4. Ding, Y., Dai, X. M., & Yan, J. B. (2019). Developments and behaviors of slip-released novel connectors in steel-concrete composite structures. Advanced Steel Construction, 15, 30–36.
5. Duan, L. L., Nie, X., Ding, R., et al. (2019). Research on application of uplift-restricted slip-permitted (URSP) connectors in steel-concrete composite frames.Applied Sciences, 9, 2235.
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