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- W2092093130 abstract "As a result of many high arch dams that are building and would be built in the south-west and north-west of China, arch dam is a kind of compressed thin buckle, not only effect by tension, but also by deformation. Thinner dam body with usage of increased levels of concrete and optimum designing, the local regions of high arch dams approach thin shell structure，which will lead to the structural buckling. Base on the above present condition, this paper would establish a series of generalized high and thin arch dam models whose height are 240m, and make theoretical analysis based on one of the crown- cantilever method- differential method for them, which attempts to provide a new method for the critical flexibility coefficient . At last, this paper would provide the relation between coefficient and buckling stability of high arch dam" @default.
- W2092093130 created "2016-06-24" @default.
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- W2092093130 date "2012-11-01" @default.
- W2092093130 modified "2023-09-25" @default.
- W2092093130 title "The Research on the Relation between Flexibility Coefficient and Buckling Stability of High Arch Dam" @default.
- W2092093130 cites W2064662346 @default.
- W2092093130 doi "https://doi.org/10.4028/www.scientific.net/amr.594-597.1932" @default.
- W2092093130 hasPublicationYear "2012" @default.
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