TY - JOUR
T1 - Inelastic Response of Base-Isolated Tall Buildings under Nonstationary Winds
T2 - Response History Analysis and Statistical Linearization Approach
AU - Feng, Changda
AU - Chen, Xinzhong
N1 - Funding Information:
The support for this work provided in part by National Science Foundation Grant No. CMMI-1536108 is gratefully acknowledged.
Publisher Copyright:
© 2021 American Society of Civil Engineers.
PY - 2021/10/1
Y1 - 2021/10/1
N2 - This study investigated uncoupled crosswind and alongwind responses of base-isolated tall buildings under nonstationary wind excitations. The base isolation system has hysteretic restoring force characteristics represented in the Bouc-Wen model, while the upper building is modeled as a linear elastic multiple-degrees-of-freedom shear building. The nonstationary story wind forces are modeled in terms of evolutionary power spectra. Response time-history analysis was performed to characterize the response statistics including mean, standard deviation (STD), and extreme value. This work included an analytical solution of nonstationary time-varying response statistics. The time-varying mean of alongwind base displacement is determined from the solution of the state-space equation. The time-varying STDs of both alongwind and crosswind responses were estimated from the statistical linearization with Gaussian assumption combined with evolutionary spectra analysis. The numerical examples show that the transient effect of nonstationary excitations declines when yielding becomes significant, which leads to an increase in system damping. In the case of alongwind response, the transient effect on the time-varying mean of base displacement is more significant. This study not only presents an effective analytical approach but also sheds new insights toward improved understanding of inelastic responses of base-isolated tall buildings under nonstationary winds, contributing to a safer and more economical design of base-isolated tall buildings.
AB - This study investigated uncoupled crosswind and alongwind responses of base-isolated tall buildings under nonstationary wind excitations. The base isolation system has hysteretic restoring force characteristics represented in the Bouc-Wen model, while the upper building is modeled as a linear elastic multiple-degrees-of-freedom shear building. The nonstationary story wind forces are modeled in terms of evolutionary power spectra. Response time-history analysis was performed to characterize the response statistics including mean, standard deviation (STD), and extreme value. This work included an analytical solution of nonstationary time-varying response statistics. The time-varying mean of alongwind base displacement is determined from the solution of the state-space equation. The time-varying STDs of both alongwind and crosswind responses were estimated from the statistical linearization with Gaussian assumption combined with evolutionary spectra analysis. The numerical examples show that the transient effect of nonstationary excitations declines when yielding becomes significant, which leads to an increase in system damping. In the case of alongwind response, the transient effect on the time-varying mean of base displacement is more significant. This study not only presents an effective analytical approach but also sheds new insights toward improved understanding of inelastic responses of base-isolated tall buildings under nonstationary winds, contributing to a safer and more economical design of base-isolated tall buildings.
KW - Alongwind response
KW - Base-isolation
KW - Bouc-Wen model
KW - Crosswind response
KW - Inelastic response
KW - Nonstationary wind excitation
KW - Statistical linearization
KW - Tall buildings
UR - http://www.scopus.com/inward/record.url?scp=85111430745&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)EM.1943-7889.0001983
DO - 10.1061/(ASCE)EM.1943-7889.0001983
M3 - Article
AN - SCOPUS:85111430745
VL - 147
JO - Journal of Engineering Mechanics
JF - Journal of Engineering Mechanics
SN - 0733-9399
IS - 10
M1 - 04021067
ER -