Performance-based study of long-span steel–concrete composite trusses for high-rise structures

https://doi.org/10.31130/ud-jst.2025.23(10C).672E

Tóm tắt: 30 | PDF: 14

##plugins.themes.academic_pro.article.main##

Author

  • My PHAM
    The University of Danang - University of Science and Technology, Vietnam

Từ khóa:

Steel–concrete composite truss
Long-span structures
High-rise buildings
Performance-based design
Finite element method (FEM)
Structural optimization
Eurocode
Load-bearing capacity

Tóm tắt

This study presents a comprehensive evaluation of long-span steel–concrete composite trusses for high-rise buildings, integrating Eurocode-based theoretical analysis with finite element modeling (FEM). A performance-based design methodology is proposed, enabling efficient cross-section selection during the construction stage. This approach not only enhances structural efficiency and serviceability but also significantly reduces design iterations and construction complexity. The close agreement between analytical and numerical results confirms the reliability of the proposed method and reinforces its applicability to real-world projects. The findings provide valuable insight into the structural behavior of composite trusses and establish a robust foundation for their broader use in high-rise applications demanding performance-driven and material-efficient solutions.

Tài liệu tham khảo

    [1] J. Shen, X. Zhang, P. Wu, K. Yue, and J. Chen, "Experimental and Finite Element Analysis of Bending Performance of Web-Embedded Double Inverted T-Shaped Steel–Concrete Composite Beams”, Buildings, vol. 15, no. 5, p. 717, 2025, doi: https://doi.org/10.3390/buildings15050717.
    [2] K.-Y. Xu, D. Xu, X.-T. Wang, T. Wang, J. Yan, and J.-B. Yan, "Seismic behaviors of steel truss-embedded steel-concrete composite shear walls”, Journal of Building Engineering, vol. 49, p. 104112, 2022/05/15, doi: https://doi.org/10.1016/j.jobe.2022.104112.
    [3] A. B. Patricia Duratna, Jan Bujnak, "Analysis of the Behaviour of Steel-Concrete Composite Truss”, Komunikácie - vedecké listy Žilinskej univerzity v Žiline, no. 4, pp. 46-50, 2011, doi: https://doi.org/10.26552/com.C.2011.4.46-50.
    [4] J. Y. Richard Liew and H. Chen, "Direct analysis for performance-based design of steel and composite structures”, Progress in Structural Engineering and Materials, vol. 6, no. 4, pp. 213-228, 2004, doi: https://doi.org/10.1002/pse.181.
    [5] M. Tan, Y. Wu, W. Pan, G. Liu, and W. Chen, "Optimal Design of a Novel Large-Span Cable-Supported Steel–Concrete Composite Floor System”, Buildings, vol. 14, no. 1, p. 113, 2024. [Online]. Available: https://www.mdpi.com/2075-5309/14/1/113.
    [6] P. McKenna and R. M. Lawson, "Design of steel framed buildings for service integration”, SCI publication, 1997. [Online]. Available: https://steelconstruction.info/images/7/70/SCI_P166.pdf.
    [7] M. M. Ali and K. Al-Kodmany, "Structural Systems for Tall Buildings”, Encyclopedia, vol. 2, no. 3, pp. 1260-1286, 2022. [Online]. Available: https://www.mdpi.com/2673-8392/2/3/85.
    [8] EN 1994-1-1 (2004) (English): Eurocode 4: Design of composite steel and concrete structures–Part 1-1: General rules and rules for buildings, Comité-Européen-de-Normalisation, 2004. [Online]. Available: https://www.phd.eng.br/wp-content/uploads/2015/12/en.1994.1.1.2004.pdf
    [9] R. P. Johnson and D. Anderson, "EN1994 Eurocode 4: design of composite steel and concrete structures”, (in English), Proceedings of the Institution of Civil Engineers. Civil Engineering, vol. 144, pp. 33-38, 2001, doi: https://doi.org/10.1680/cien.2001.144.6.33.
    [10] R. P. Johnson and D. Anderson, Designers' Guide to EN 1994-1-1 Eurocode 4: Design of Composite Steel and Concrete Structures. CPI Group (UK) Ltd, Croydon, CR0 4YY: Thomas Telford, 2004.
    [11] S. Raji, K. Abdulraheem, R. Rahmon, and A. Adelowo, "Design of A Composite Truss System in A Multistorey Building”, Journal of Multidisciplinary Engineering Science and Technology (JMEST), vol. 4, no. 3, pp. 6863-6870, 2017. [Online]. Available: https://www.jmest.org/wp-content/uploads/JMESTN42352097.pdf.
    [12] A. Sharma, K. Pathak, and P. Singh, "Analytical comparison of composite and non-composite through type and deck type steel truss bridges”, Civil Engineering and Architecture, vol. 9, no. 4, 2021, doi: https://doi.org/10.13189/cea.2021.090401.
    [13] EN 1993-1-1: Eurocode 3: Design of Steel Structures. Part 1-1: General Rules and Rules for Buildings, CEN_(European-Committee-for-Standardization), Brussels, 2005. [Online]. Available: https://www.phd.eng.br/wp-content/uploads/2015/12/en.1993.1.1.2005.pdf
    [14] Eurocode - Basis of structural design, CEN_(European-Committee-for-Standardization), Brussels, 2005. [Online]. Available: https://www.phd.eng.br/wp-content/uploads/2015/12/en.1990.2002.pdf
    [15] Eurocode 1: Actions on structures - Part 1-1: General actions Densities, self-weight, imposed loads for buildings, CEN_(European-Committee-for-Standardization), Brussels, 2002. [Online]. Available: https://www.phd.eng.br/wp-content/uploads/2015/12/en.1991.1.1.2002.pdf
    [16] M. Pham, N.-H. Dinh, C.-T. Dang, and H.-C. Truong, "Numerical Study of Bearing Strength of Infilled Concrete in Large Diameter CFST Column Reinforced by Shear Stoppers”, Designs, vol. 8, no. 1, p. 9, 2024. [Online]. Available: https://www.mdpi.com/2411-9660/8/1/9.
    [17] Fib Model Code 2010, 9783433604090, International-Federation-for-Structural-Concrete-(FIB), London, 2013/10/23 2010. [Online]. Available: https://onlinelibrary.wiley.com/doi/abs/10.1002/9783433604090.ch5
Xem thêm

##plugins.themes.academic_pro.article.sidebar##

Đã Xuất bản

Oct 31, 2025
Download
PDF (English)
Cách trích dẫn
PHAM, M. “Performance-Based Study of Long-Span steel–concrete Composite Trusses for High-Rise Structures”. Tạp Chí Khoa học Và Công nghệ - Đại học Đà Nẵng, vol 23, số p.h 10C, Tháng Mười 2025, tr 94-100, doi:10.31130/ud-jst.2025.23(10C).672E.

##plugins.themes.academic_pro.article.details##