File TSER2025

Dynamic Characteristics of a Long-Period, Cable-Stayed Bridge Infrastructure Subjected to Long-Period Ground Motions

Analysis of the Tsurumi Tsubasa Bridge seismic response using three-dimensional nonlinear frame modeling, examining nonlinear structural interactions and sensitivity to long-period ground motions from anticipated Great Kanto earthquakes. Authors: Gaku Shoji, Hiroharu Utsunomiya, Kakeru Sagara. Presented at TSER2025.

System User 2025
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TSER2025Conference PaperEarthquake ResearchThailand
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