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- W2370652502 abstract "Initial imperfection is one of the important factors affecting the buckling load capacity and elastoplastic seismic response of large span structures.But the initial curvature of bar was seldom considered.In order to simulate the elasto-plastic and large deformed response of members with initial curvature effectively,a study was performed to find out the reasonable meshing method for beam element in circular tube.It showed that when the bar was divided into 4three-node beam elements and the ratio of the length of the end part to the central part is 1∶4,the calculation would yield a result approximately to that of the model using shell element in elasto-plastic analysis.In order to find out the effect of member initial curvature on buckling capacity and seismic response,elasto-plastic buckling analysis and time-history analysis were performed on a suspended dome designed according to the full-stress principle.It reveals that when bar is meshed and the initial curvature with 1/1000is introduced,the ultimate capacity of structure will decrease up to 13%.In case of the larger intensity of the earthquake,the seismic response of the structure,e.g.the displacement of the peak point of structure and plastic strain energy etc.,will vary greatly according to the shape,direction and peak value of initial curvature." @default.
- W2370652502 created "2016-06-24" @default.
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- W2370652502 date "2013-01-01" @default.
- W2370652502 modified "2023-09-24" @default.
- W2370652502 title "Effect of member's initial curvature on the static and dynamic bearing capacity of suspended dome" @default.
- W2370652502 hasPublicationYear "2013" @default.
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