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- W3169187526 abstract "Seismic performance analysis of steel-brace reinforced concrete (RC) frame using topology optimization in highlyseismic region was discussed in this research. Topology optimization based on truss-like material model was used, which was tominimum volume in full-stress method. Optimized bracing systems of low-rise, mid-rise and high-rise RC frames wereestablished, and optimized bracing systems of substructure were also gained under different constraint conditions. Thereafter,different structure models based on optimized bracing systems were proposed and applied. Last, structural strength, structuralstiffness, structural ductility, collapse resistant capacity, collapse probability and demolition probability were studied. Moreover,the brace buckling was discussed. The results show that bracing system of RC frame could be derived using topologyoptimization, and bracing system based on truss-like model could help to resolve numerical instabilities. Bracing system oftopology optimization was more effective to enhance structural stiffness and strength, especially in mid-rise and high-riseframes. Moreover, bracing system of topology optimization contributes to increase collapse resistant capacity, as well as reducescollapse probability and accumulated demolition probability. However, brace buckling might weaken beneficial effects." @default.
- W3169187526 created "2021-06-22" @default.
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- W3169187526 date "2019-01-01" @default.
- W3169187526 modified "2023-09-23" @default.
- W3169187526 title "Seismic performance analysis of steel-brace RC frame using topology optimization" @default.
- W3169187526 doi "https://doi.org/10.12989/sem.2019.71.4.417" @default.
- W3169187526 hasPublicationYear "2019" @default.
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