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Theoretical and Experimental Study of Effective Shear Stiffness of Reinforced ECC Columns

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Figure

Fig. 1 Truss analogy modeling for RECC columns with different k. a Combined truss model for high k b VATM for low k.
Table 1 Chord deformations of CATM by the principles of virtual work method.
Fig. 3 Diagram of VATM.
Fig. 4 Diagram of arch action. a column with fixed–fixed ends b column with fixed pinned ends.
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