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- W1490245702 abstract "It is proposed that an highly accurate algorithm can be used for the nonlinear beam-column fiber element with non prismatic steel sections based on the two field mixed finite element formulation. Displacement shape function is not necessary in the two-field mixed formulation, while section force interpolation function derived from section equilibrium is used. Due to the force interpolation function is exact, the equilibrium in element level and section level is exactly satisfied and more accurate nonlinear analysis is possible. Through the parametric studies, the mixed formulation shows more accurate results than displacement-based formulation in curvature and moment distributions and in the overall structural load-displacement relations." @default.
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- W1490245702 date "2005-01-01" @default.
- W1490245702 modified "2023-09-22" @default.
- W1490245702 title "An Highly Accurate Algorithm of Nonlinear Beam-Column Fiber Finite Element with Non-prismatic Steel Sections" @default.
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