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Multi-level nonlinear modeling verification scheme of RC high-rise wall buildings

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Figure

Table 1  Peak recorded values of selected response parameters for the test structure (Panagiotou et al
Fig. 2  Test structure used in modelling verification: (a) Elevation; (b) Floor plan view; and (c) Foundation plan view
Fig. 3  Reinforcement details for the test structure: (a) web and flange walls at first level; and (b) web and flange walls at levels 2-6; and (c) floor and link slabs at all levels
Fig. 6  Constitutive material models: (a) concrete in Z-Model and IZ-Model; (b) steel rebars in Z-Model and IZ-Model; and (c) general four-linear-segment F-D relation for concrete and steel rebars in P-Model
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