Research Article

Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame

Table 7

Summary of structure response.

TestFundamental time period before test (s)Average accelerationGlobal drift (%)Global base shear coefficientDamage level
BaseRoofRC frameURM

Run-10.160.130.180.170.14NoneNone
Run-20.240.591.070.240.66MinorMild
Run-30.371.242.420.541.48MinorCollapse

Shake table response of unreinforced masonry and reinforced concrete elements of special moment resisting frame.