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ii 2.1.11 Material Stiffness Matrices 31 2.1.12 Analysis of Stresses 32 2.1.13 Parameters of Constitutive Model 33 2.2 Fracture–Plastic Constitutive Model (CC3DCementitious,
13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 2830 A SIMPLIFIED METHOD FOR NONLINEAR CYCLIC ANALYSIS OF REINFORCED CONCRETE STRUCTURES: DIRECT AND ENERGY
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