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Seismic structural assessment scenarios of RC structures subjected to pounding

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Figure

Figure 1.1: Workflow for comparative seismic structural performance quantification of adjacent structures with and without interaction (i.e., slab-to-slab pounding/collisions) denoted as coupled and uncoupled model cases
Figure 1.2: Matrix that illustrates the seismic action and building modelling complexity combinations adopted in this thesis with the corresponding chapters
Figure 2.2: Earthquake induced structural pounding between buildings with a) unequal floor heights and/or b) different foundation levels, leads to floor-
Figure 2.3: Pounding between a stiff and a flexible structure with equal floor heights (Jeng and Tzeng, 2000)
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Impact of Energy Dissipation on The Number of Pounding Events and

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