A novel approach to enhance the accuracy of vibration control of Frames

• Main Authors: Toloue, I., Liew, M.S., Harahap, I.S.H., Lee, H.E.
• Format: Article
• Published: EDP Sciences 2018
• Online Access: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85047732248&doi=10.1051%2fe3sconf%2f20183401027&partnerID=40&md5=864474944a8a0c7dc19200f830752529; http://eprints.utp.edu.my/21682/

All structures built within known seismically active regions are typically designed to endure earthquake forces. Despite advances in earthquake resistant structures, it can be inferred from hindsight that no structure is entirely immune to damage from earthquakes. Active vibration control systems, unlike the traditional methods which enlarge beams and columns, are highly effective countermeasures to reduce the effects of earthquake loading on a structure. It requires fast computation of nonlinear structural analysis in near time and has historically demanded advanced programming hosted on powerful computers. This research aims to develop a new approach for active vibration control of frames, which is applicable over both elastic and plastic material behavior. In this study, the Force Analogy Method (FAM), which is based on Hook's Law is further extended using the Timoshenko element which considers shear deformations to increase the reliability and accuracy of the controller. The proposed algorithm is applied to a 2D portal frame equipped with linear actuator, which is designed based on full state Linear Quadratic Regulator (LQR). For comparison purposes, the portal frame is analysed by both the Euler Bernoulli and Timoshenko element respectively. The results clearly demonstrate the superiority of the Timoshenko element over Euler Bernoulli for application in nonlinear analysis. © The Authors, published by EDP Sciences, 2018.