Traditional prefabricated shear walls used in parking structures are typically too heavy, and the central openings for lighting significantly impair their mechanical performance. The exceptional properties of UHPC and steel enable enhanced component performance with reduced cross-sectional areas. This study employs topology optimization in ABAQUS to convert solid shear walls into truss-like configurations. Subsequent steel/UHPC trusses are designed based on the optimized topology. The optimization ensures that daylighting opening are met without compromising structural performance. The optimized truss structures were analyzed using ABAQUS, demonstrating that despite being lighter and having a higher opening ratio, the optimized trusses feature a rational arrangement of tension and compression members, resulting in improved load-bearing capacity and ductility.
Shaoyou Chen, Jinqiao Huang, Yongqin Lu and Qinye Zhu — Ningbo Construction Engineering Group Co., Ltd, Ningbo, Zhejiang Province, China
Hao Li — 1) Ningbo Construction Engineering Group Co., Ltd, Ningbo, Zhejiang Province, China, 2) Zhejiang Key Laboratory of Intelligent Construction and Operation & Maintenance for Deep-Sea Foundations, Ningbo University of Technology, Ningbo, Zhejiang Province, China, 3) School of Architecture and Transportation Engineering, Ningbo University of Technology, Ningbo, Zhejiang Province, China
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