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原文传递 Measured Buffeting Response of a Long-Span Suspension Bridge Compared with Numerical Predictions Based on Design Wind Spectra
题名: Measured Buffeting Response of a Long-Span Suspension Bridge Compared with Numerical Predictions Based on Design Wind Spectra
其他题名: Siedziako,B.,Øiseth,O.,and Rönnquist,A.(2017)."An enhanced forced vibration rig for wind tunnel testing of bridge deck section models in arbitrary motion."J.Wind Eng.Ind.Aerodyn.,164,152–163.
正文语种: 英文
作者: Aksel Fenerci
关键词: Long-span bridge;Wind-induced vibration;Buffeting theory;Long-term monitoring;Field measurement;Turbulence characteristics;Wind effects
摘要: Wind-induced vibrations of the Hardanger Bridge deck were studied with reference to turbulence characteristics at the bridge site to evaluate the performance of the state-of-the-art methods for buffeting response analysis. Long-term monitoring data from an extensive monitoring system were used to obtain the bridge vibrations and wind characteristics. The acceleration response of the bridge was calculated in the frequency domain using multimode buffeting theory. Design regulations were used directly and also modified using measurement data to deduce the wind turbulence spectra. The aerodynamic properties of the bridge section obtained from previous wind tunnel tests were used in the analyses. The predicted root mean square acceleration response was compared to the measured response. The analysis using the design methodology gave underestimations of the measured responses. The use of average values of wind statistics obtained from the monitoring data only slightly improved the results. When the variability of the wind field was reflected into the design method by using the probability distributions of the wind field parameters, more satisfactory design curves were obtained.
出版年: 2017
论文唯一标识: P-26Y2017V143N09055
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0001873
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 143
期: 09
页码: 679-693
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