Tinkir, MustafaKalyoncu, MeteSahin, Yusuf2020-03-262020-03-262013978-3-03785-659-81660-9336https://dx.doi.org/10.4028/www.scientific.net/AMM.307.126https://hdl.handle.net/20.500.12395/29351International Conference on Mechatronics and Computational Mechanics (ICMCM 2012) -- DEC 20-21, 2012 -- Dubai, U ARAB EMIRATESThis paper presents an experimental investigation for deflection control of two degree of freedom building-like structure system against scaled Northridge Earthquake by using PI (Proportional-Integral) controlled active mass damping. Proposed structure consist of two floors with a cart mounted on the second floor such as active mass damping (AMID) and which is used to suppress horizontal deflections. Moreover a shake table under the structure is used to create the acceleration effect of scaled earthquake. K-p and K-i gain parameters of PI controller is determined by observing passive mode behaviour of the structure against Northridge and it is used to control cart movement according to pre-determined deflection criterias of the floors. Deflection and acceleration results of the floors are obtained separately for passive and active mode responses of the system in the form of graphics.en10.4028/www.scientific.net/AMM.307.126info:eu-repo/semantics/closedAccessNorthridge earthquakestructuredeflectionactive mass dampingPI controlDeflection Control of Two-Floors Structure Against Northridge Earthquake by Using PI Controlled Active Mass DampingConference Object307126+N/AWOS:000323583700023N/A