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Modelling the Post-Peak Response of Existing Reinforced Concrete Frame Structures Subjected to Seismic Loading

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Figure

Figure 2-1: (a) Specimen details and (b) test set-up. (Lejano et al. 1995)
Figure 2-3: (a) Specimen-1 design and (b) test set-up. (Sezen & Moehle, 2006)
Figure 2-4: (a) Specimen design and (b) test set-up. (Ousalem et al. 2002)
Figure 2-5: (a) Specimen design and (b) test set-up (Yoshimura & Yamanaka, 2000). (c) Specimen design (Yoshimura & Nakamura, 2002)
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