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- W2384490843 abstract "Because of the eccentricity and irregularity of the frame-bent structure in the industrial workshop,based on the prototype of thermal power plants principal workshop,the spatial computational model of integral structure was established.Model analysis and elastoplastic time history analysis under two-directional horizontal earthquake were made.The dynamic properties and the spatial deformation performance were studied on emphasis.The result shows that the stiffness of longitudinal direction and the transverse direction is abrupt,which makes the torsional effect evidently,and the weak parts are more.Because of the special productive demand,torsional effect is reduced by adjusting the dimension and position of structural members." @default.
- W2384490843 created "2016-06-24" @default.
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- W2384490843 date "2009-01-01" @default.
- W2384490843 modified "2023-09-26" @default.
- W2384490843 title "Deformation Property of Frame-Bent Structure Under Two-directional Horizontal Earthquake" @default.
- W2384490843 hasPublicationYear "2009" @default.
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