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Research article

First published 2019-1

Modal participation in multiple input Ibrahim time domain identification

Rune Brincker, Peter Olsen, Sandro Amador [...]

Mathematics and Mechanics of Solids

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Research article

First published 2012-6

A Multiple Random Decrement Method for Modal Parameter Identification of Stay Cables Based on Ambient Vibration Signals

Wen-Hwa Wu, Chien-Chou Chen, Jau-An Liau

Advances in Structural Engineering

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Research article

First published 2012-11

RETRACTED: Structural system identification for vibration bridges using the Hilbert–Huang transform

Te-Yu Liu, Wei-Ling Chiang, Cheng-Wu Chen [...]

Journal of Vibration and Control

Open access

Research article

First published 2014

Practical Damping Identification of FAST Cable Suspension

Jinghai Sun, Hui Li, Wenbai Zhu

Advances in Mechanical Engineering

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Research article

First published 2026

Computationally efficient python-based operational modal analysis of structures: Modalyzer

Amir Shamsaddinlou, Mehrab Nikoofaraz, Dario De Domenico [...]

Journal of Vibration and Control

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Research article

First published 2000

Forced and Ambient Vibration Tests and Vibration Monitoring of Hakucho Suspension Bridge

Yozo Fujino, Masato Abe, Hajime Shibuya [...]

Transportation Research Record: Journal of the Transportation Research Board

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Research article

First published 2009-7

A random decrement technique for operational modal analysis in the presence of periodic excitations

M Asayesh, B Khodabandeloo, A Siami

Proceedings of the Institution of Mechanical Engineers,Part C: Journal of Mechanical Engineering Science

Search results

Modal participation in multiple input Ibrahim time domain identification

A Multiple Random Decrement Method for Modal Parameter Identification of Stay Cables Based on Ambient Vibration Signals

RETRACTED: Structural system identification for vibration bridges using the Hilbert–Huang transform

Practical Damping Identification of FAST Cable Suspension

Computationally efficient python-based operational modal analysis of structures: Modalyzer

Forced and Ambient Vibration Tests and Vibration Monitoring of Hakucho Suspension Bridge

A random decrement technique for operational modal analysis in the presence of periodic excitations