Free Vibration Analysis of Asymmetric Buildingsby Sean Wilkinson, Queensland Univ of Technology, Brisbane,
David Thambiratnam, Queensland Univ of Technology, Brisbane,
Abstract: A simple procedure for free vibration analysis of asymmetric buildings is presented. This method assumes that each floor is a rigid diaphragm with three degrees of freedom (two lateral and one rotational) and can analyse buildings which are unsymmetrical in plan and/or elevation. A numerical example is presented and the natural frequencies and associated mode shapes compared to the eccentricity.
Subject Headings: Vibration | Asymmetry | Diaphragms (structural) | Equations of motion | Floors | Degrees of freedom | Rotation | Numerical methods
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