Wavelet transforms for system identification in civil engineering
T Kijewski, A Kareem - Computer‐Aided Civil and Infrastructure …, 2003 - Wiley Online Library
The time‐frequency character of wavelet transforms allows adaptation of both traditional
time and frequency domain system identification approaches to examine nonlinear and non …
time and frequency domain system identification approaches to examine nonlinear and non …
[图书][B] Bootstrap techniques for signal processing
AM Zoubir, DR Iskander - 2004 - books.google.com
The statistical bootstrap is one of the methods that can be used to calculate estimates of a
certain number of unknown parameters of a random process or a signal observed in noise …
certain number of unknown parameters of a random process or a signal observed in noise …
Validating wind-induced response of tall buildings: Synopsis of the Chicago full-scale monitoring program
T Kijewski-Correa, J Kilpatrick, A Kareem… - Journal of Structural …, 2006 - ascelibrary.org
Tall buildings are one of the few constructed facilities whose design relies solely upon
analytical and scaled models, which, though based upon fundamental mechanics and years …
analytical and scaled models, which, though based upon fundamental mechanics and years …
[HTML][HTML] Bayesian operational modal analysis of Jiangyin Yangtze River bridge
Vibration testing of long span bridges is becoming a commissioning requirement, yet such
exercises represent the extreme of experimental capability, with challenges for …
exercises represent the extreme of experimental capability, with challenges for …
Wavelet transform-based modal parameter identification considering uncertainty
BF Yan, A Miyamoto, E Brühwiler - Journal of Sound and Vibration, 2006 - Elsevier
This paper presents an integrated identification method to consider the uncertainty effect on
modal parameters for output-only system. The method is based on the time–frequency …
modal parameters for output-only system. The method is based on the time–frequency …
A machine learning-based stochastic subspace approach for operational modal analysis of civil structures
Based on two machine learning algorithms and eight evaluation indexes, this paper
proposes a novel stochastic subspace identification (SSI) approach for the operational …
proposes a novel stochastic subspace identification (SSI) approach for the operational …
Parameter distribution characteristics of material fatigue life using improved bootstrap method
The bootstrap method is mostly used to estimate statistical characteristics of small sample
data. However, the limitations of the bootstrap method itself lead to a reduction in the …
data. However, the limitations of the bootstrap method itself lead to a reduction in the …
Wind tunnel and full-scale study of wind effects on a super-tall building
J Yi, QS Li - Journal of Fluids and Structures, 2015 - Elsevier
This paper presents the analyzed results from a combined wind tunnel and full-scale study
of the wind effects on a super-tall building with a height of 420 m in Hong Kong. In wind …
of the wind effects on a super-tall building with a height of 420 m in Hong Kong. In wind …
Investigation of time-varying structural dynamic properties of high-rise buildings under typhoon conditions
This paper investigates the time-varying structural dynamic properties of high-rise buildings
under typhoon conditions via the covariance-driven stochastic subspace identification (SSI …
under typhoon conditions via the covariance-driven stochastic subspace identification (SSI …
Monitoring of typhoon effects on a super‐tall building in Hong Kong
QS Li, LH Zhi, J Yi, A To, J Xie - Structural Control and Health …, 2014 - Wiley Online Library
SUMMARY A super‐tall building with height of 420 m and 88 floors is located in central
Hong Kong. Field monitoring of wind effects on the high‐rise structure was conducted during …
Hong Kong. Field monitoring of wind effects on the high‐rise structure was conducted during …