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- W2298226095 abstract "A flexible supporting structure that reduces seismic response of an arch is proposed. Topology and cross-sectional areas of the supporting structure modeled as a truss structure are optimized through two steps of static and dynamic optimization problems. In the first step, a flexible supporting structure that has diagonal displacement at the top under horizontal load is obtained by solving static optimization problems. Then, in the second step, the cross-sectional area of the flexible member is optimized to minimize the seismic response acceleration of the arch evaluated by the complete quadratic combination (CQC) method. Time-history seismic response analysis is carried out to show that the response in the normal direction of the roof successfully decreases due to flexibility of the supporting structure; in addition, installing passive energy dissipation devices into the flexible supporting structure is very effective in reducing the tangential response of the arch." @default.
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- W2298226095 date "2016-03-05" @default.
- W2298226095 modified "2023-09-23" @default.
- W2298226095 title "Topology optimization of supporting structure for seismic response reduction of an arch" @default.
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- W2298226095 doi "https://doi.org/10.1007/s11431-016-6028-z" @default.
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