Odenbreit, C., Yang, J., Romero, A., & Kozma, A. (2022). A Reusable Structural System Fit for Geometrical Standardisation and Serial Production. In ce/papers (pp. 11-20). doi:10.1002/cepa.1693 Peer reviewed |
Romero, A., Yang, J., Hanus, F., & Odenbreit, C. (2022). Numerical Investigation of Steel-LVL Timber Composite Beams. In ce/papers. doi:10.1002/cepa.1694 Peer reviewed |
Odenbreit, C., Kozma, A., & Romero, A. (2022). Discussion of an algorithm to transfer arbitrary shear connector load-slip curves into an effective shear resistance. In Kolloquiumsband - 23 DASt-Forschungskolloquium. Peer reviewed |
Romero, A., Yang, J., Hanus, F., & Odenbreit, C. (2021). Numerical Investigation of Steel-LVL Timber Composite Beams. In Proceedings of the XIII Steel and Composite Construction Conference. Peer reviewed |
Odenbreit, C., Yang, J., Romero, A., & Kozma, A. (2021). A Reusable Structural System Fit for Geometrical Standardisation and Serial Production. In Proceedings of the XIII Steel and Composite Construction Conference. Peer reviewed |
Vigneri, V., Odenbreit, C., & Romero, A. (15 August 2021). Numerical study on design rules for minimum degree of shear connection in propped steel-concrete composite beams. (LAJ21.C). Engineering Structures, 241. doi:10.1016/j.engstruct.2021.112466 Peer Reviewed verified by ORBi |
Romero Guzman, A. (2019). Numerical parametric study on minimum degree of shear connection in steel-concrete composite beams [Bachelor/master dissertation, Unilu - University of Luxembourg]. ORBilu-University of Luxembourg. https://orbilu.uni.lu/handle/10993/40934 |