Nonlinear Three-Dimensional FE Solid Response Analysis of RC Columns Subjected to Combined Permanent Eccentric Axial Force and Reverced Cyclic Torsion and Bending/Shear.
Doboku Gakkai Ronbunshu
doi 10.2208/jscej.2001.683_131
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Date
January 1, 2001
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Japan Society of Civil Engineers