TY - JOUR
T1 - Evolutionary Spectra-Based Time-Varying Coherence Function and Application in Structural Response Analysis to Downburst Winds
AU - Peng, Liuliu
AU - Huang, Guoqing
AU - Chen, Xinzhong
AU - Yang, Qingshan
N1 - Publisher Copyright:
© 2018 American Society of Civil Engineers.
PY - 2018/7/1
Y1 - 2018/7/1
N2 - Priestley's oscillatory process theory is widely employed to model nonstationary excitation. However, the underlying coherence function of this theory can only be time invariant. To take into account the time-varying coherence function, the Sigma-oscillatory process theory and Wold-Cramer decomposition model have been introduced in literature. Due to its straightforwardness, the Wold-Cramer decomposition model is used in this study. Based on the Wold-Cramer decomposition model of nonstationary wind excitation, the alongwind response analysis framework of tall buildings to nonstationary winds is presented. The time-varying coherence function models of two downburst events are developed using the measured downburst data. The influence of time-varying coherence of nonstationary winds on the alongwind tall building response is investigated. Numerical examples show that the time-varying coherence function may lead to larger structural response compared with the corresponding time-invariant coherence function model. Considering the large variation of nonstationary downburst winds, the observation drawn from this study should be further evaluated using more measurement wind data. It can be expected that the time-varying coherence function may play an important role in better modeling the nonstationary winds and their load effects on structures.
AB - Priestley's oscillatory process theory is widely employed to model nonstationary excitation. However, the underlying coherence function of this theory can only be time invariant. To take into account the time-varying coherence function, the Sigma-oscillatory process theory and Wold-Cramer decomposition model have been introduced in literature. Due to its straightforwardness, the Wold-Cramer decomposition model is used in this study. Based on the Wold-Cramer decomposition model of nonstationary wind excitation, the alongwind response analysis framework of tall buildings to nonstationary winds is presented. The time-varying coherence function models of two downburst events are developed using the measured downburst data. The influence of time-varying coherence of nonstationary winds on the alongwind tall building response is investigated. Numerical examples show that the time-varying coherence function may lead to larger structural response compared with the corresponding time-invariant coherence function model. Considering the large variation of nonstationary downburst winds, the observation drawn from this study should be further evaluated using more measurement wind data. It can be expected that the time-varying coherence function may play an important role in better modeling the nonstationary winds and their load effects on structures.
KW - Alongwind response
KW - Downburst
KW - Evolutionary power spectral density (EPSD)
KW - Multivariate nonstationary random process
KW - Tall building
KW - Time-varying coherence function
UR - http://www.scopus.com/inward/record.url?scp=85046253103&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)ST.1943-541X.0002066
DO - 10.1061/(ASCE)ST.1943-541X.0002066
M3 - Article
AN - SCOPUS:85046253103
SN - 0733-9445
VL - 144
JO - Journal of Structural Engineering (United States)
JF - Journal of Structural Engineering (United States)
IS - 7
M1 - 04018078
ER -