Mechanical Behavior of Concrete-filled Steel Tubular Space Intersecting Nodes in High-rise Oblique Diagrid Tube Structures
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-1567-2.pdf
Reference23 articles.
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2. Azandariani MG, Ghanbari-Ghazijahani T, Mohebkhah A, Classen M (2021) Concrete-and timber-filled tubes under axial compression—Numerical and theoretical study. Journal of Building Engineering 44:103231, DOI: https://doi.org/10.1016/j.jobe.2021.103231
3. Beutel J, Thambiratnam D, Perera N (2002) Cyclic behaviour of concrete filled steel tubular column to steel beam connections. Engineering Structures 24(1):29–38, DOI: https://doi.org/10.1016/S0141-0296(01)00083-9
4. Ghanbari-Ghazijahani T, Nabati A, Azandariani MG, Fanaie N (2020) Crushing of steel tubes with different infills under partial axial loading. Thin-Walled Structures 149:106614, DOI: https://doi.org/10.1016/j.tws.2020.106614
5. Han XL, Huang C, Ji J, Wu JY (2008) Experimental and numerical investigation of the axial behavior of connection in CFST diagrid structures. Tsinghua Science and Technology 13(S1):108–113, DOI: https://doi.org/10.1016/S1007-0214(08)70135-4
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2. Mechanical Properties of Steel Fiber-Reinforced, Recycled, Concrete-Filled Intersecting Nodes in an Oblique Grid;Buildings;2023-04-01
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