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- W2979189571 abstract "Since single-layer reticulated shell has low level of redundancy,progressive collapse may occur when single member fails.To prevent progressive collapse from happening,partial double-layer reticulated shell is adopted to improve the collapse-resisting capacity.In this paper,static analysis was carried out to analyze single-layer reticulated shell using ABAQUS,and the results of ultimate bearing capacity,node displacement and failure mode were compared to the results of partial double-layer shell.Also,dynamic analysis was conducted to compare the ultimate bearing capacity between single-layer and partial double-layer shells under strong earthquakes.The analysis results indicate that the method of designing partial double-layer shell can enhance the ultimate bearing capacity of the structure,and it can also change the failure mode of single-layer reticulated shells." @default.
- W2979189571 created "2019-10-10" @default.
- W2979189571 creator A5062979056 @default.
- W2979189571 date "2013-01-01" @default.
- W2979189571 modified "2023-09-25" @default.
- W2979189571 title "Progressive Collapse Resisting Design of Single-Layer Reticulated Shells" @default.
- W2979189571 hasPublicationYear "2013" @default.
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