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- W2364351459 abstract "A differential quadrature element method (DQEM) was presented for the analysis of portal frames with variable sections. The equilibrium differential equation of variable sections under arbitrary external loads was established and the discrete equations were obtained by differential quadrature method (DQM). The precise analysis model of variable sections was derived. The stiffness equation of this model not only reflects the stiffness property of element but also reflects the property of element under distributed external loads. This DQEM model can be used in the rigorous analysis of portal frames with variable sections. Numerical example was performed and the results were compared with the data obtained by FEM. The validity and efficiency of DQEM are shown. DQEM can be used to analysis generic frame problems." @default.
- W2364351459 created "2016-06-24" @default.
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- W2364351459 date "2005-01-01" @default.
- W2364351459 modified "2023-09-23" @default.
- W2364351459 title "Analysis of Portal Frames with Variable Sections by DQEM" @default.
- W2364351459 hasPublicationYear "2005" @default.
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