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Cited 7 time in webofscience Cited 9 time in scopus
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Finite element analysis-aided seismic behavior examination of modular underground arch bridge

Authors
Van Nguyen, ToanSeo, JunwonAhn, Jin-HeeHaldar, AchintyaHuh, Jungwon
Issue Date
Dec-2021
Publisher
Pergamon Press Ltd.
Keywords
Modular Underground Arch Bridge; Prestressed Rebar; Arch Length; Arch-to-Arch Interaction; Finite Element Model-Based Seismic Behavior; Soil-Structure Interaction
Citation
Tunnelling and Underground Space Technology, v.118
Indexed
SCIE
SCOPUS
Journal Title
Tunnelling and Underground Space Technology
Volume
118
URI
https://scholarworks.gnu.ac.kr/handle/sw.gnu/2953
DOI
10.1016/j.tust.2021.104166
ISSN
0886-7798
1878-4364
Abstract
In this study, a 3D finite element analysis (FEA) is performed to examine the seismic behaviors of a three-hinge modular underground arch bridge (MUAB) subjected to a series of synthetic ground motions with a wide peakground-acceleration (PGA) spectrum. The FEA model of the MUAB under longitudinal and transverse synthetic ground-motion loading is described by several modeling parameters [e.g., arch-to-arch interaction (AAI), soil-structure interaction (SSI), and stiffness of prestressed rebar], to determine its various seismic response characteristics (i.e., maximum displacement, maximum tensile and compressive stresses, and maximum crack depth). The FEA results show that the MUAB's seismic responses differ with respect to earthquake-loading direction owing to the different levels of seismic resistance associated with the considered modeling parameters. To elucidate the influence of each modeling parameter on the seismic response, we performed MUAB parametric studies featuring different arch lengths, SSI and AAI friction coefficients, and prestressed-rebar stiffnesses. The key findings indicate that the seismic behaviors of MUABs depend on the PGAs and ground-motion directions; furthermore, they exhibited a sensitivity to the arch length and prestressed-rebar stiffness. In addition, the SSI friction coefficient exerted a minor influence on the seismic responses of MUABs, especially on their maximum compressive and tensile stresses and maximum crack depths; meanwhile, the AAI friction coefficient had a moderate influence upon seismic response.
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Ahn, Jin Hee
건설환경공과대학 (건설시스템공학과)
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