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Shaking Table Tests On Seismic Response Of Backdrop Metal Ceilings

An estimation of base shear from shaking table test is determined from the inertial force of a 2DOF system without damping in Table 3 Table 4 Table 5 Table 6 Table 7 of It estimates the base shear of Phase 1 building under 100 CNP is 3170 kN in long direction and 1766 kN in short direction

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