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- W2385655459 abstract "A new numerical analysis method is presented for the ultimate strength analysis of two side pinned slender steel reinforced concrete column of arbitrary section subjected to biaxial eccentric compression.Considering the additional bending moments of the axial load about the lateral displacements(i.e.the second-order effect),the column is first divided into a finite number of small segments in equal length.The deflection-curvature relation of each segment is determined using the finite-difference method.The final nonlinear algebraic equations are then obtained by means of the equilibrium condition for each segment.The load increment method is used for the solution of the nonlinear algebraic equations finally.The analytical results agree well with those of tests,this demonstrates the validity and accuracy of the proposed method,this method can be referred in engineering design." @default.
- W2385655459 created "2016-06-24" @default.
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- W2385655459 date "2008-01-01" @default.
- W2385655459 modified "2023-09-23" @default.
- W2385655459 title "Ultimate strength analysis of slender steel reinforced concrete column by numerical method" @default.
- W2385655459 hasPublicationYear "2008" @default.
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