Stochastic Dynamic Response and Long-Term Settlement Performance of Superstructure–Underground Tunnel–Soil Systems Subjected to Subway-Traffic Excitation
نویسندگان
چکیده
The vibration impact force from the long-term operation of a subway affects comfort residents living above superstructure and settlement deformation tunnel foundation. A method for evaluating dynamic responses superstructure–tunnel systems is important, especially because randomness force. coupling effect train-vibration excitation nonlinearity geotechnical properties that are subjected to action leads challenges in evaluation performance superstructure–underground tunnel–soil under train vibration. In this study, stochastic model vibration-load was established; then, time histories samples with rich probability characteristics same set system were generated. According nonlinear finite element analysis, several deterministic soil-foundation obtained. Finally, probabilistic evolution obtained by integrating first-passage density theories, foundation evaluated using time-varying reliability. This study presents novel more objective index assessment subway-traffic excitation.
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ژورنال
عنوان ژورنال: Buildings
سال: 2023
ISSN: ['2075-5309']
DOI: https://doi.org/10.3390/buildings13030621