Investigation of the relationship between intensity measures and engineering demand parameters of cable-stayed bridges using intra-plate earthquakes. Issue 4 (18th September 2020)

• Record Type: Journal Article
• Authors: He, Jin-Hai; Pang, Yu-Tao; Dang, Xinzhi; Yuan, Wan-Cheng
• Is Part Of: Engineering computations. Volume 38:Issue 4(2021)
• Page Start: 1920
• Page End: 1932
• Publication Date: 2020-09-18
• Subjects: Correlation -- Cable-stayed bridges -- Intensity measures -- Intra-plate earthquakes; Computer-aided engineering -- Periodicals; Computer graphics -- Periodicals; 620.00285
• DOI: 10.1108/EC-05-2020-0255
• Languages: English
• ISSNs: 0264-4401

Abstract

Abstract : Purpose: The purpose of the study is to investigate and reveal this relationship of various engineering demand parameters (EDPs) of this structural type and intensity measures (IMs) under intra-plate earthquakes. Design/methodology/approach: The nonlinear finite element model used was calibrated first to the existing results of the shaking table test to verify the modeling technique. Findings: This paper investigated the relationship between intensity measures and various engineering demand parameters of cable-stayed bridges using intra-plate earthquakes. The correlation analysis and Pearson coefficient are used to study the correlation between EDPs and IMs. The results showed that peak ground velocity (PGV)/peak ground acceleration, peak ground displacement and root-mean-square of displacement showed weak correlation with IMs. PGV, sustained maximum velocity, a peak value of spectral velocity, A95 parameter, Housner intensity and spectral acceleration at the fundamental period, the spectral velocity at the fundamental period and spectral displacement at the fundamental period were determined to be better predictors for various EDPs. Originality/value: This paper investigated the correlation between the intensity measures of intra-plate earthquakes with the seismic responses of a typical long-span cable-stayed bridge in China. The nonlinear finite element model used was calibrated to the existing results of the shaking table test to verify the modeling technique. In total, 104 selected ground motions were applied to the calibrated model, and the responses of various components of the bridge were obtained. This study proposed PGV as the optimal IM.