Determining minimum analysis conditions of scale ratio change to evaluate modal damping ratio in long-span bridge

Seungtaek Oh, Hoyeop Lee, Sung Soon Yhim, Hak Eun Lee, Nakhyun Chun

Research output: Contribution to journalArticle

Abstract

Damping ratio and frequency have influence on dynamic serviceability or instability such as vortex-induced vibration and displacement amplification due to earthquake and critical flutter velocity, and it is thus important to make determination of damping ratio and frequency accurate. As bridges are getting longer, small scale model test considering similitude law must be conducted to evaluate damping ratio and frequency. Analysis conditions modified by similitude law are applied to experimental test considering different scale ratios. Generally, Nyquist frequency condition based on natural frequency modified by similitude law has been used to determine sampling rate for different scale ratios, and total time length has been determined by users arbitrarily or by considering similitude law with respect to time for different scale ratios. However, Nyquist frequency condition is not suitable for multimode system with noisy signals. In addition, there is no specified criteria for determination of total time length. Those analysis conditions severely affect accuracy of damping ratio. The focus of this study is made on the determination of minimum analysis conditions for different scale ratios. Influence of signal to noise ratio is studied according to the level of noise level. Free initial value problem is proposed to resolve the condition that is difficult to know original initial value for free vibration. Ambient and free vibration tests were used to analyze the dynamic properties of a system using data collected from tests with a two degree-of-freedom section model and performed on full bridge 3D models of cable stayed bridges. The free decay is estimated with the stochastic subspace identification method that uses displacement data to measure damping ratios under noisy conditions, and the iterative least squares method that adopts low pass filtering and fourth order central differencing. Reasonable results were yielded in numerical and experimental tests.

Original languageEnglish
Pages (from-to)41-55
Number of pages15
JournalSmart Structures and Systems
Volume22
Issue number1
DOIs
Publication statusPublished - 2018 Jul 1

Fingerprint

Damping
Cable stayed bridges
Initial value problems
Amplification
Natural frequencies
Earthquakes
Signal to noise ratio
Vortex flow
Sampling

Keywords

  • Damping ratio
  • Free initial value problem
  • Sampling rate
  • Scale ratio
  • Signal to noise ratio
  • Total time length

ASJC Scopus subject areas

  • Control and Systems Engineering
  • Computer Science Applications
  • Electrical and Electronic Engineering

Cite this

Determining minimum analysis conditions of scale ratio change to evaluate modal damping ratio in long-span bridge. / Oh, Seungtaek; Lee, Hoyeop; Yhim, Sung Soon; Lee, Hak Eun; Chun, Nakhyun.

In: Smart Structures and Systems, Vol. 22, No. 1, 01.07.2018, p. 41-55.

Research output: Contribution to journalArticle

Oh, Seungtaek ; Lee, Hoyeop ; Yhim, Sung Soon ; Lee, Hak Eun ; Chun, Nakhyun. / Determining minimum analysis conditions of scale ratio change to evaluate modal damping ratio in long-span bridge. In: Smart Structures and Systems. 2018 ; Vol. 22, No. 1. pp. 41-55.
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