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An efficient Performance-Based Seismic Design of Reinforced Concrete Frames

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Figure

Figure 1.  Beam and column dimensions and typical geometry of 5, 10 and 15 storey RC frames
Figure 2.  Storey damage distribution of IBC-2009 and near optimum design models subjected to the SEQIBC, (a): 5 storey model; (b): 10 storey model; (c): 15 storey model
Table 1. Global DI and COV of storey damage indices for the IBC-2009 and near optimum design models subjected to the synthetic earthquake
Figure 4. Storey damage distribution of IBC-2009 and near optimum design 10-storey frames subjected to (a): Northridge; (b): Kobe; (c): Lander; (d): Cape Mendocino
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