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https://doi.org/10.2139/ssrn.4684430

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Scaled boundary perfectly matched layer for wave propagation in a three-dimensional poroelastic medium
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Stable high-order absorbing boundary condition based on new continued fraction for scalar wave propagation in unbounded multilayer media
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Response modification factors for seismic design of steel Fiber Reinforced Concrete segmental tunnels
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Numerical simulation of nonlinear structural responses of an arch dam to an underwater explosion
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Role of negative pressure in structural responses of gravity dams to underwater explosion loadings: The need to consider local cavitation
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Failure analysis for concrete gravity dam subjected to underwater explosion: A comparative study
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One-dimensional analytical model for the response of elastic coatings to water blast
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Offshore earthquake ground motions: Distinct features and influence on the seismic design of marine structures
inferredcites →https://doi.org/10.1016/j.oceaneng.2013.11.017openalex-extracted
Seismic response of fluid–structure interaction of undersea tunnel during bidirectional earthquake
inferredcites →https://doi.org/10.1016/j.oceaneng.2017.11.049openalex-extracted
A simplified quasi-static analysis of wave-induced residual liquefaction of seabed around an immersed tunnel
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Liquefaction performance and deformation of slightly sloping site in floodplains of the lower reaches of Yangtze River
inferredcites →https://doi.org/10.1016/j.oceaneng.2021.110256openalex-extracted
Dynamic interaction analysis of structure-water-soil-rock systems under obliquely incident seismic waves for layered soils
inferredcites →https://doi.org/10.1016/j.oceaneng.2023.115500openalex-extracted
Seismic vulnerability of shield tunnels in interbedded soil deposits: Case study of submarine tunnel in Shantou Bay
inferredcites →https://doi.org/10.1016/j.soildyn.2012.07.016openalex-extracted
Approximate evaluation of stresses in degraded tunnel linings
inferredcites →https://doi.org/10.1016/j.soildyn.2018.04.050openalex-extracted
Improved hilbert spectral representation method and its application to seismic analysis of shield tunnel subjected to spatially correlated ground motions
inferredcites →https://doi.org/10.1016/j.soildyn.2019.01.005openalex-extracted
Numerical study of base-isolated cylindrical liquid storage tanks using coupled acoustic-structural approach
inferredcites →https://doi.org/10.1016/j.soildyn.2022.107455openalex-extracted
Seismic fragility analysis of in-service shield tunnels considering surface building and joint-bolt corrosion
inferredcites →https://doi.org/10.1016/j.soildyn.2022.107563openalex-extracted
Estimating seismic response to bidirectional excitation per unidirectional analysis: A reevaluation for motions with fling-step using SDOF systems
inferredcites →https://doi.org/10.1016/j.trgeo.2020.100453openalex-extracted
Coupling effects of surface building and earthquake loading on in-service shield tunnels
inferredcites →https://doi.org/10.1016/j.tust.2018.04.006openalex-extracted
Seismic response of shield tunnel subjected to spatially varying earthquake ground motions
inferredcites →https://doi.org/10.1061/(asce)0733-9410(1991)117:9(1363)openalex-extracted
Formulas and Charts for Impedances of Surface and Embedded Foundations
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0000055openalex-extracted
Numerical Modeling of Site Effects at San Giuliano di Puglia (Southern Italy) during the 2002 Molise Seismic Sequence
inferredcites →https://doi.org/10.1061/(asce)gt.1943-5606.0002057openalex-extracted
Excess Pore-Water Pressure Generation in Cyclic Undrained Testing
inferredcites →https://doi.org/10.1063/1.5133991openalex-extracted
Interaction between shock wave and a movable sphere with cavitation effects in shallow water
inferredcites →https://doi.org/10.1080/13632469.2018.1453416openalex-extracted
Nonlinear Response Characteristics of Undersea Shield Tunnel Subjected to Strong Earthquake Motions
inferredcites →https://doi.org/10.1108/ec-04-2016-0118openalex-extracted
Large-deformation finite element analysis of the interaction between concrete cut-off walls and high-plasticity clay in an earth core dam
inferredcites →https://doi.org/10.1785/0120140085openalex-extracted
Nonlinear Analysis on Seismic Site Response of Fuzhou Basin, China
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