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Compound intensity measures for improved seismic performance assessment in cross-fault hydraulic tunnels using partial least-squares methodology

https://doi.org/10.1016/j.tust.2022.104890
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Outgoing claims: the papers this work cites, builds on, or argues with.

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Optimum intensity measures for probabilistic seismic demand model of subway stations with different burial depths
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Damage observation and assessment of the Longxi tunnel during the Wenchuan earthquake
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Use of fragility curves to assess the seismic vulnerability in the risk analysis of mountain tunnels
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Application of the endurance time methodology on seismic analysis and performance assessment of hydraulic arched tunnels
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Statistical numerical method for determining seismic performance and fragility of shallow-buried underground structure
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Optimal selection of scalar and vector-valued intensity measures for improved fragility analysis in cross-fault hydraulic tunnels
inferredcites →https://doi.org/10.1016/s0886-7798(01)00047-5openalex-snapshot
Assessment of damage in mountain tunnels due to the Taiwan Chi-Chi Earthquake
inferredcites →https://doi.org/10.1016/s0886-7798(01)00051-7openalex-snapshot
Seismic design and analysis of underground structures
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1998)124:8(892)openalex-snapshot
Plastic-Damage Model for Cyclic Loading of Concrete Structures
inferredcites →https://doi.org/10.1061/(asce)0733-9445(1985)111:4(740)openalex-snapshot
Seismic Damage Analysis of Reinforced Concrete Buildings
inferredcites →https://doi.org/10.1061/(asce)0733-9445(2002)128:4(526)openalex-snapshot
Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines
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Seismic Vulnerability Analysis of Rock Mountain Tunnel
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Finite Element Method Accuracy for Wave Propagation Problems
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What points at this work

Incoming claims: where this work appears in other papers’ reference lists and arguments.

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A Multivariate Compound Ground Motion Intensity Measure for Probabilistic Seismic Demand Modeling of Aqueduct Structures
inferred← citeshttps://doi.org/10.1002/eqe.4320openalex-snapshot
A 3D SEM‐FEM Multiscale Framework for Seismic Analysis of Hydraulic Tunnels Considering Source‐to‐Structure Simulation
inferred← citeshttps://doi.org/10.1007/s12205-023-0669-9openalex-snapshot
Inelastic Analysis and Damage Assessment of Hydraulic Arched Tunnels in Different Near-Fault Regions
inferred← citeshttps://doi.org/10.1016/j.istruc.2024.107750openalex-snapshot
Probabilistic seismic performance assessment of aqueduct structures considering different sources of uncertainty
inferred← citeshttps://doi.org/10.1016/j.istruc.2025.108373openalex-snapshot
Seismic fragility of earth-rock dams with heterogeneous compacted materials using deep learning-aided intensity measure
inferred← citeshttps://doi.org/10.1016/j.istruc.2025.109894openalex-snapshot
Seismic fragility analysis of nuclear power plant systems considering the effect of the ground motion frequency content
inferred← citeshttps://doi.org/10.1016/j.oceaneng.2024.118838openalex-snapshot
Development of the compound intensity measure and seismic performance assessment for aqueduct structures considering fluid-structure interaction
inferred← citeshttps://doi.org/10.1016/j.soildyn.2023.108320openalex-snapshot
Life-cycle dynamic analysis and probabilistic seismic risk assessment of cross-fault hydraulic tunnels considering AAR-induced deterioration
inferred← citeshttps://doi.org/10.1016/j.trgeo.2024.101417openalex-snapshot
Resilience assessment of the seismic damage mechanism of the Daliang high-speed railway tunnel in the 2022 Menyuan earthquake (Mw 6.7) in China
inferred← citeshttps://doi.org/10.1016/j.tust.2023.105481openalex-snapshot
Seismic performance assessment of hydraulic tunnels considering oblique incoming nonstationary stochastic SV waves based on the generalized PDEM
inferred← citeshttps://doi.org/10.1016/j.tust.2025.106721openalex-snapshot
New performance indicator-enabled fragility evaluation of tunnels subjected to combined fault rupture and subsequent seismic excitation
inferred← citeshttps://doi.org/10.1016/j.undsp.2024.05.004openalex-snapshot
Selecting the severest seismic design ground motions for cut-and-cover underground structures
inferred← citeshttps://doi.org/10.1016/j.undsp.2025.11.007openalex-snapshot
Validation of the severest design ground motions for deep underground structures through large-scale shaking table test
inferred← citeshttps://doi.org/10.1016/j.undsp.2026.08.006openalex-snapshot
Optimal Selection and Combination of Seismic Intensity Measures for Shallow Shield Tunnels Considering Multicollinearity
inferred← citeshttps://doi.org/10.1080/13632469.2023.2300487openalex-snapshot
Efficient Fragility Analysis of Cross-Fault Hydraulic Tunnels Combining Support Vector Machine and Improved Cloud Method
inferred← citeshttps://doi.org/10.1093/jge/gxae120openalex-snapshot
Three-dimensional numerical calculation and case application of IP five-directional well logging
inferred← citeshttps://doi.org/10.2139/ssrn.5263662openalex-snapshot
Seismic Fragility Analysis for Nuclear Power Plant Systems Based on Gaussian Mixture Considering Low-Frequency and High-Frequency Ground Motions
inferred← citeshttps://doi.org/10.26599/jic.2025.9180102openalex-snapshot
Key Technologies for Intelligent Construction and Smart Operation and Maintenance of Large-Scale Hydraulic Tunnels
inferred← citeshttps://doi.org/10.3390/app13042041openalex-snapshot
The Duration Effect of Pulse-Type Near-Field Earthquakes on Nonlinear Dynamic Analysis and Damage Evaluation of Hydraulic Tunnels
inferred← citeshttps://doi.org/10.3390/app132413232openalex-snapshot
Application of a Deep Learning Method to the Seismic Vulnerability Analysis of Cross-Fault Hydraulic Tunnels Based on MLE-IDA
inferred← citeshttps://doi.org/10.3390/buildings14092608openalex-snapshot
Application of an Improved Method Combining Machine Learning–Principal Component Analysis for the Fragility Analysis of Cross-Fault Hydraulic Tunnels
inferred← citeshttps://doi.org/10.3390/su151713244openalex-snapshot
Evaluation of the Damping Layer between the Tunnel Lining and Surrounding Rock via a Shaking Table Test
inferred← citeshttps://doi.org/10.3390/sym17050699openalex-snapshot
Construction Method of Compound Ground Motion Intensity Measure Based on Mutual Information Asymmetry for Engineering Seismic Fragility Analysis
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Seismic Response Analysis of Hydraulic Tunnels Under the Combined Effects of Fault Dislocation and Non-Uniform Seismic Excitation
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