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- W2034888103 abstract "A stability analysis for a single-layer reticulated shell is presented in this paper. The structural buckling modes and critical loads are calculated first. A preliminary security examination is presented based on the results of linear buckling anasys. And then the load-carrying capacity of this structure would be calculated through the geometric nonlinear full-range analysis. Finally a conclusion is deduced that the stable bearing capacity of this structure has met the requirements of the specification." @default.
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- W2034888103 date "2014-09-01" @default.
- W2034888103 modified "2023-09-26" @default.
- W2034888103 title "Stability Analysis for a Single-Layer Reticulated Shell" @default.
- W2034888103 cites W1589288858 @default.
- W2034888103 doi "https://doi.org/10.4028/www.scientific.net/amm.614.635" @default.
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