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As shown in the picture below, in a building with 2 basement storşes and 5 normal stories, no shearwall is defined except for rigid basement walls. Rigid basement shearwalss are not taken into analysis when selecting the load-bearing system of such a building according to Table 4.1 . For this reason, the bearing system of the building shown below can be classified as buildings in which all earthquake effects are carried by reinforced concrete frames with high (or limited) ductility level .
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