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This code imports functions and classes from the OpenSees framework (an opensource finite element package for conducting simulations of structural systems subjected to earthquake) models a 2dof system representing a non structural component mounted on top of a structural component. This is based on Martinelli, E., & Faella, C. (2016). An Overview of the Current Code Provisions on the Seismic Response of Acceleration-Sensitive Non-Structural Components in Buildings. Applied Mechanics and Materials, 847, 273β280. https://doi.org/10.4028/www.scientific.net/amm.847.273