Institute of Engineering Innovation, School of Engineering, The University of Tokyo
Research and Development Department, Okinawa Electric Power Co., Inc.
(compatible with EndNote, Reference Manager, ProCite, RefWorks)
(compatible with BibDesk, LaTeX)
Natural frequency and dumping ratio was made clear by onsite measurement and eigenvalue analysis. Maximum bending moment at the root of the tower was calculated by wind response analysis and compared with measurement.
Already have an account? Sign in here