Shaking Tables Test on Seismic Responses of a Long-Span Rigid-Framed Bridge Considering Traveling Wave Effect and Soil–Structure Interaction

The traveling wave effect and soil–structure interaction have significant influence on the seismic response of large-span bridges with complex site conditions. In this paper, a 1/10 scaled-down large-span rigid-framed bridge model was designed and fabricated, and a shaking tables test considering th...

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Veröffentlicht in:	Buildings (Basel) Jg. 14; H. 5; S. 1432
Hauptverfasser:	Yan, Xiao-Yu, Cao, Shan-Shan, Zhao, Zhuo
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Basel MDPI AG 01.05.2024
Schlagworte:	Boundary conditions Bridges Continuous bridges Earthquakes Influence Mathematical models Piers Random vibration Real time real-time substructure hybrid test rigid-framed bridge Scale models Seismic response Shake tables shaking tables test Soil-structure interaction Soils Structural response Substructures Test methods traveling wave effect Traveling waves Vibration analysis Wave excitation China
ISSN:	2075-5309, 2075-5309
Online-Zugang:	Volltext
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