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Comparative Study of State of the Art Macroscopic Models for Planar Reinforced Concrete Walls

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Academic year: 2020

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Figure

Fig. 6) and implemented into publicly available version  of the computational platform OpenSees (Kolozvari et al
Figure 17 depicts comparison of analytically predicted  and experimentally obtained vertical (longitudinal) strain  profiles along the wall base for Specimens RW2 and SP4,  corresponding to drift levels of 0.5, 1.0, and 2.0%
Table A.1 Comparison of simulated and measured response quantities based on experimental and 2

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