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Therefore, there is popular and increasing demand for the construction of multi-storeyed setback buildings with soft storey i.e., open ground storey.
This paper proposes the use of RCFSTC in the place of ordinary RC column at OGS of the multi-storeyed setback buildings with soft storey configuration at ground level in both plain and sloping ground.
Particularly structures with soft storey are mostly affected.
The researchers recommend further testing to increase the database for epoxy retrofitted soft storey RC frames.
So, this model exhibits soft storey effect without any doubt, which is most vulnerable during earthquake.
The effect of inclusion of soft storey configuration on the setback building resting on sloping ground is investigated next.
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Nowadays, soft storeys are common at the parking level in multistoried buildings.
Considering all these factors, steel braced RC frames with concrete partial infill, which is one of the suggested possible solutions for soft storeys, were tested up to collapse.
According to IS 1893 (Part 1): 2002, any storeys which have a lateral stiffness less than 70% of that of the storey immediately above, or less than 80% of the combined stiffness of the three storeys above, are called soft storeys.
And thousands of soft-storey apartment blocks and condominiums remain as vulnerable as ever.
It is clear that the analytical model is able to predict the soft-storey at the third floor.
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