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Seismic Force Calculation for Office Building by José Henrique Delabio is a document available to read on EtoBox.

This document provides the solution to calculate the design seismic force on a 4-storey reinforced concrete office building located in seismic zone V using the static analysis method according to Indian code IS 1893. The total seismic weight of the structure is calculated to be 15,600 kN. The fundamental period of the building is determined to be 0.28 sec in the X direction and 0.32 sec in the Y direction. The design base shear is calculated as 1,440 kN, which is distributed to each floor based on the seism

Author

José Henrique Delabio

Language

EN