Analytical Model for Optimum Dynamic Response of Structures with Fractional Derivative-Based Semi-Active Dampers Under Base and Mass Excitations
Implementing Organization
Indian Institute of (IIT)Technology Delhi
Principal Investigator
Prof. Vasant Matsagar
Department Of Physics, Indian Institute of Technology (IIT) Delhi
Project Overview
The nonlinear damping behavior of a dynamical system can be efficiently modeled by using fractional derivative representation. The efficient mathematical modeling of the time-dependent nonlinear stress-strain relationship of viscoelastic damping materials is possible by fewer terms of fractional derivatives; however, while using integer-order derivatives, a larger series is required. Though viscous, viscoelastic, and friction dampers with semi-active control are extensively used to mitigate the undesirable dynamic response of civil structures, their mathematical modeling requires improvements, especially for maximizing dynamic response reduction. Conventionally, integer-order derivatives are used for mathematical modeling of semi-active dampers to a certain level of accuracy, wherein the effect of nonlinearity is often ignored. Hence, this research proposal is aiming to develop an analytical solution methodology of semi-active dampers for a generalized dynamical system using the fractional derivative approach to overcome the existing research gap, thereby, obtain realistic dynamic response by means of the optimized damping parameters and fractional-order. With successful accomplishment of this research work, the extensive application of the fractional derivative in realistic modeling of the highly nonlinear semi-active dampers for effective mitigation of dynamic response for complex structural systems is achieved. Furthermore, through this research activity, mathematical understanding on the fractional derivative driven semi-active damping devices will improve and can be applied for the dynamical system with active damping devices, as it advances.