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Xiating Li, Yingying Zhao
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Seismic fragility curves of shallow tunnels in alluvial deposits
10.1016/j.soildyn.2011.11.004 · 2012
Performance-based design in earthquake engineering: a multi-disciplinary review
10.1016/s0141-0296(01)00070-0 · 2001
Simultaneous construction of subways and utility tunnels: a case project in shenzhen, China
10.1016/j.tust.2025.106421 · 2025
Soil liquefaction-induced uplift of underground structures: physical and numerical modeling
10.1061/(asce)gt.1943-5606.0001159 · 2014
Seismic analyses of conventional and improved marginal wharves
10.1002/eqe.2280 · 2013
Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines
10.1061/(asce)0733-9445(2002)128:4(526) · 2002
Seismic fragility and resilience assessment of pile-supported wharves with isolation systems in liquefied soil
10.1016/j.oceaneng.2025.122317 · 2025
Thin‐layer element for interfaces and joints
10.1002/nag.1610080103 · 1984
A framework for climate change adaptation of port infrastructures
10.1016/j.coastaleng.2024.104538 · 2024
Unresolved referenced work
2006
Comparing the adequacy of alternative ground motion intensity measures for the estimation of structural responses
10.1002/eqe.386 · 2004
Multi-variate seismic demand modelling using copulas: application to non-ductile reinforced concrete frame in Victoria, Canada
10.1016/j.strusafe.2015.05.004 · 2015
Unresolved referenced work
2017
A fuzzy multi criteria risk assessment based on decision matrix technique: a case study for aluminum industry
10.1016/j.jlp.2015.11.023 · 2016
A comprehensive comparison of copula models and multivariate normal distribution for geo-material parametric data
10.1016/j.compgeo.2023.105777 · 2023
Fragility estimation and sensitivity analysis of an idealized pile-supported wharf with batter piles
10.1016/j.soildyn.2014.01.024 · 2014
Fuzzy comprehensive evaluation for risk analysis of regional machine tool industrial cluster
10.1016/j.sepro.2011.10.056 · 2011
A probabilistic fragility evaluation method of a RC box tunnel subjected to earthquake loadings
10.9711/ktaj.2017.19.2.143 · 2017
Seismic axial behaviour of pile groups in non-liquefiable and liquefiable soils
10.1016/j.soildyn.2021.106853 · 2021
Updated evaluation metrics for optimal intensity measure selection in probabilistic seismic demand models
10.1016/j.engstruct.2019.109899 · 2020
Development of shield model test system for studying the bias load of shield in soil-rock compound strata
10.1016/j.tust.2023.105464 · 2024
Selection of optimal intensity measures for seismic performance evaluation of underground utility tunnel and internal pipeline system
10.1016/j.tust.2024.105780 · 2024
Seismic fragility assessment of utility tunnel and internal pipeline system
10.1016/j.tust.2025.106441 · 2025
Seismic fragility analysis of water supply pipelines retrofitted with corrosion-protection liner buried in non-uniform site
2023
Knee point-guided multiobjective optimization algorithm for microgrid dynamic energy management
2020
Liquefaction-induced lateral load on pile group of wharf system in a sloping stratum: a centrifuge shake-table investigation
10.1016/j.oceaneng.2021.110119 · 2021
Safety assessment for a shield tunnel in a liquefiable deposit using a practical dynamic effective stress analysis
10.1016/j.engfailanal.2019.04.045 · 2019
Unresolved referenced work
2014
On a cost-effective integrated framework of earthquake-induced fragility assessment and GIS mapping concerning slopes near nuclear facilities
10.1016/j.net.2025.103807 · 2025
Seismically induced racking of tunnel linings
10.1002/(sici)1096-9845(200005)29:5<683::aid-eqe932>3.0.co;2-1 · 2000
Seismic performance assessment of pile supported wharves with seismic isolation system considering pile-soil interaction
10.1016/j.oceaneng.2024.119219 · 2024
Seismic response characteristics of shield tunnel structures in liquefiable soils
10.1016/j.soildyn.2024.108701 · 2024
Seismic response of soil-shield tunnel systems in sandwiched liquefiable soil deposits
10.1016/j.tust.2023.105322 · 2023
Seismic fragility assessment of large-scale pile-supported wharf structures considering soil-pile interaction
10.1016/j.engstruct.2019.02.022 · 2019
Seismic performance evaluation of a pile-supported wharf system at two seismic hazard levels
10.1016/j.oceaneng.2020.108333 · 2021
Model testing on segment crack-corrosion evolution and tunnel ring performance analysis under combined salt-loading conditions
10.1016/j.conbuildmat.2025.144508 · 2025
Modeling multivariate cross-correlated geotechnical random fields using Vine copulas for slope reliability analysis
10.1016/j.compgeo.2020.103784 · 2020
Probabilistic-based seismic fragility analysis of a ground-bridge structure system considering site liquefaction
10.1016/j.engstruct.2024.118470 · 2024
Optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefied and laterally spreading ground
10.1007/s10518-017-0199-2 · 2018
Investigation and assessment on mountain tunnels and geotechnical damage after the wenchuan earthquake
10.1007/s11431-009-0054-z · 2009
Dynamic behaviour of saturated porous media; the generalized biot formulation and its numerical solution
10.1002/nag.1610080106 · doi-reference
Dynamic and pseudo-static analysis of shield tunnels in liquefiable ground with nearby aboveground structures
10.1016/j.soildyn.2025.109517 · doi-reference
Seismic resilience assessment of pile-supported wharves in liquefiable sites considering recovery path diversity and failure probability
10.1016/j.engstruct.2026.122580 · doi-reference
Seismic fragility assessment of shield tunnels in liquefiable soil-rock strata using fuzzy method for IM optimization
10.1016/j.tust.2024.105957 · doi-reference
Computational model for cyclic mobility and associated shear deformation
10.1061/(asce)1090-0241(2003)129:12(1119) · doi-reference
Selection of optimal seismic intensity measures using fuzzy-probabilistic seismic demand analysis and fuzzy multi-criteria decision approach
10.1016/j.soildyn.2022.107615 · doi-reference
Dynamic response of subsea tunnel in liquefiable layered seabed under combined earthquake and wave action
10.1016/j.oceaneng.2024.117595 · doi-reference
Impact of component damage correlations on seismic fragility and risk assessment of multi-component bridge systems
10.1016/j.strusafe.2025.102635 · doi-reference
Modelling dependence structures of soil shear strength data with bivariate copulas and applications to geotechnical reliability analysis
10.1016/j.sandf.2015.09.023 · doi-reference
Seismic response of a shield tunnel crossing saturated sand deposits with different relative densities
10.1016/j.soildyn.2023.107790 · doi-reference
Investigation and assessment on mountain tunnels and geotechnical damage after the wenchuan earthquake
10.1007/s11431-009-0054-z · doi-reference
Optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefied and laterally spreading ground
10.1007/s10518-017-0199-2 · doi-reference
Probabilistic-based seismic fragility analysis of a ground-bridge structure system considering site liquefaction
10.1016/j.engstruct.2024.118470 · doi-reference
Modeling multivariate cross-correlated geotechnical random fields using Vine copulas for slope reliability analysis
10.1016/j.compgeo.2020.103784 · doi-reference
Model testing on segment crack-corrosion evolution and tunnel ring performance analysis under combined salt-loading conditions
10.1016/j.conbuildmat.2025.144508 · doi-reference
Seismic performance evaluation of a pile-supported wharf system at two seismic hazard levels
10.1016/j.oceaneng.2020.108333 · doi-reference
Seismic fragility assessment of large-scale pile-supported wharf structures considering soil-pile interaction
10.1016/j.engstruct.2019.02.022 · doi-reference
Seismic response of soil-shield tunnel systems in sandwiched liquefiable soil deposits
10.1016/j.tust.2023.105322 · doi-reference
Seismic response characteristics of shield tunnel structures in liquefiable soils
10.1016/j.soildyn.2024.108701 · doi-reference
Seismic performance assessment of pile supported wharves with seismic isolation system considering pile-soil interaction
10.1016/j.oceaneng.2024.119219 · doi-reference
Seismically induced racking of tunnel linings
10.1002/(sici)1096-9845(200005)29:5<683::aid-eqe932>3.0.co;2-1 · doi-reference
On a cost-effective integrated framework of earthquake-induced fragility assessment and GIS mapping concerning slopes near nuclear facilities
10.1016/j.net.2025.103807 · doi-reference
Safety assessment for a shield tunnel in a liquefiable deposit using a practical dynamic effective stress analysis
10.1016/j.engfailanal.2019.04.045 · doi-reference
Liquefaction-induced lateral load on pile group of wharf system in a sloping stratum: a centrifuge shake-table investigation
10.1016/j.oceaneng.2021.110119 · doi-reference
Seismic fragility assessment of utility tunnel and internal pipeline system
10.1016/j.tust.2025.106441 · doi-reference
Selection of optimal intensity measures for seismic performance evaluation of underground utility tunnel and internal pipeline system
10.1016/j.tust.2024.105780 · doi-reference
Development of shield model test system for studying the bias load of shield in soil-rock compound strata
10.1016/j.tust.2023.105464 · doi-reference
Updated evaluation metrics for optimal intensity measure selection in probabilistic seismic demand models
10.1016/j.engstruct.2019.109899 · doi-reference
Seismic axial behaviour of pile groups in non-liquefiable and liquefiable soils
10.1016/j.soildyn.2021.106853 · doi-reference
A probabilistic fragility evaluation method of a RC box tunnel subjected to earthquake loadings
10.9711/ktaj.2017.19.2.143 · doi-reference
Fuzzy comprehensive evaluation for risk analysis of regional machine tool industrial cluster
10.1016/j.sepro.2011.10.056 · doi-reference
Fragility estimation and sensitivity analysis of an idealized pile-supported wharf with batter piles
10.1016/j.soildyn.2014.01.024 · doi-reference
A comprehensive comparison of copula models and multivariate normal distribution for geo-material parametric data
10.1016/j.compgeo.2023.105777 · doi-reference
A fuzzy multi criteria risk assessment based on decision matrix technique: a case study for aluminum industry
10.1016/j.jlp.2015.11.023 · doi-reference
Multi-variate seismic demand modelling using copulas: application to non-ductile reinforced concrete frame in Victoria, Canada
10.1016/j.strusafe.2015.05.004 · doi-reference
Comparing the adequacy of alternative ground motion intensity measures for the estimation of structural responses
10.1002/eqe.386 · doi-reference
A framework for climate change adaptation of port infrastructures
10.1016/j.coastaleng.2024.104538 · doi-reference
Thin‐layer element for interfaces and joints
10.1002/nag.1610080103 · doi-reference
Seismic fragility and resilience assessment of pile-supported wharves with isolation systems in liquefied soil
10.1016/j.oceaneng.2025.122317 · doi-reference
Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines
10.1061/(asce)0733-9445(2002)128:4(526) · doi-reference