Modal Parameter Identification of Time-Varying and Weakly Nonlinear Systems Based on an Improved Empirical Envelope Method
Author:
Affiliation:
1. School of Civil Engineering, Dalian University of Technology, Dalian 116024, P. R. China
2. Department of Structural Engineering, Norwegian University of Science and Technology, Trondheim 7491, Norway
Abstract
Funder
National Natural Science Foundation of China
Publisher
World Scientific Pub Co Pte Ltd
Subject
Applied Mathematics,Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Building and Construction,Civil and Structural Engineering
Link
https://www.worldscientific.com/doi/pdf/10.1142/S0219455423500682
Reference53 articles.
1. System identification and model updating of highway bridges using ambient vibration tests
2. Automated damping identification of long-span bridge using long-term wireless monitoring data with multiple sensor faults
3. Simultaneous Identification of Fundamental Frequency, Mode Shape, and Damping of a Bridge by a Passing Vehicle-Trailer System
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