Advanced Structural Analysis of Innovative Steel–Glass Structures with Respect to the Architectural Design

• Published in: Buildings (Basel) Vol. 11; no. 5; p. 208
• Main Authors: Tahmasebinia, Faham, Wang, Youtian, Wu, Siyuan, Ho, Justin, Shen, Weijia, Ma, Hongyi, Sepasgozar, Samad M. E., Marroquin, Fernando Alonso
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.05.2021
• Subjects: Airports; Architectural design; Architecture; Bending stresses; Boundary conditions; Buckling; Construction industry; Construction standards; Costs; Curved beams; curved steel members; Design; Designers; Elastic buckling; elastic buckling behavior of curved members; Finite element method; Glass; global structural performance; Load; Mathematical models; Numerical analysis; Roofing; spindle torus structures; Steel; steel-glass structures; Structural analysis; Structural stability; Toruses
• DOI: 10.3390/buildings11050208
• ISSN: 2075-5309

This paper provides a comprehensive analysis of a steel–glass spindle torus structure based on the prototype of the Jewel Changi Airport, Singapore. Instead of studying a common cuboid building, the research in this paper focuses on a spindle torus shape structure which incorporates tremendous, curved members. Hence, the advanced modeling and structural analysis of this structure provides valuable information about an irregularly shaped building. Meanwhile, the modeling and analysis process of this innovative structure also gives rise to some practical design recommendations for both architects and engineers. In this paper, both global structure stability and local member buckling behavior were studied. With the use of commercial finite element software, Strand7 (R2.4.6) and ABAQUS (6.14), a series of numerical simulations were conducted. In terms of the behavior of the global structure, both numerical spindle torus models incorporating straight and curved steel members were tested under different load combinations specified in Australian building standards. A significant difference was observed between the results of the two models; therefore, research on the individual curved members was undertaken. Regarding the local member buckling behavior, the effective length factor for curved members with braced and sway boundaries conditions was investigated in Strand7. Moreover, the interaction curves of curved beams with different L/R ratios were compared with perfectly straight members in Australian building standards. ABAQUS can provide more precise predictions of local buckling behavior; therefore, the elastic local buckling behavior of the perimeter beams on different levels was investigated using ABAQUS. Additionally, the impacts of boundary conditions and L/R ratios on the beam buckling behavior are discussed.