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- W2392055582 abstract "Dynamic stability analysis is a very important research project in the space structures.Up to now,in most researches,the imperfections of members are not included in the dynamic stability analysis for the single-layer reticulated shell structures.In this paper,based on the theory of initial geometrical imperfection,using multiple-beam method to simulate the initial bending deformation of the members,the dynamic stability behavior of a K8 single-layer reticulated shell structure under three dimensional earthquake actions is analyzed by considering the member imperfections.The effect of member imperfections to the dynamic stability behavior of the structure is investigated.The results show that the reticulated shell considering member imperfection will largely reduce the stability bearing capacity of the structure,the unit of fine division effect is remarkable." @default.
- W2392055582 created "2016-06-24" @default.
- W2392055582 creator A5004353747 @default.
- W2392055582 date "2015-01-01" @default.
- W2392055582 modified "2023-09-24" @default.
- W2392055582 title "Dynamic stability analysis of single-layer reticulated shell considering the member imperfection" @default.
- W2392055582 hasPublicationYear "2015" @default.
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