PSI - Issue 62

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Cover1
A-Bayesian-network-based-framework-for-SHM-data-fusi_2024_Procedia-Structura3
A-BIM-based-approach-for-risk-assessment-and-management-in-r_2024_Procedia-S11
A-comparison-of-Italian-and-UK-methods-for-establishing_2024_Procedia-Struct19
A-digital-and-interoperable-support-for-the-risk-ass_2024_Procedia-Structura27
Advanced-Fiber-Beam-Finite-Element-Model-for-Neural-Net_2024_Procedia-Struct35
Advanced-Hydrodynamic-Modelling-of-Flow-at-a-River-Brid_2024_Procedia-Struct43
AI-driven-Automated-Operational-Modal-Analysis-_2024_Procedia-Structural-Int51
A-methodology-for-the-preliminary-seismic-assessment-of-road_2024_Procedia-S59
A-multidimensional-approach-for-hydraulic-risk-assessmen_2024_Procedia-Struc65
Analysis-of-the-failure-costs-of-a-bridge_2024_Procedia-Structural-Integrity72
Analysis-of-the-information-flux-model-among-all-the-actors-i_2024_Procedia-80
Analysis-of-the-interaction-of-a-landslide-with-viaduct_2024_Procedia-Struct88
An-Artificial-Neural-Network-for-the-prediction-of-the-stru_2024_Procedia-St96
A-new-methodology-for-the-multi-risk-assessment-of_2024_Procedia-Structural-104
An-experimental-campaign-for-assessing-the-role-of-tens_2024_Procedia-Struct112
An-historical-research-on-the-development-and-applicat_2024_Procedia-Structu120
An-innovative-Bridge-Surveillance-Methodological-Framew_2024_Procedia-Struct129
An-interpretation-of-the-new-guidelines-multilevel-a_2024_Procedia-Structura137
Anti-icing-using-the-heat-recovered-in-the-Lago_2024_Procedia-Structural-Int145
Application-of-Italian-Guidelines-for-structural-foundation_2024_Procedia-St152
Application-of--Linee-Guida-per-la-classificazione-e-gestione-_2024_Procedia160
Application-of-the-Italian-Guidelines-for-Risk-Classificat_2024_Procedia-Str168
A-preliminary-investigation-on-material-properties-of_2024_Procedia-Structur175
A-simplified-procedure-for-the-seismic-retrofit-of-bridg_2024_Procedia-Struc183
A-simplified-procedure-for-the-seismic-retrofit-of-bridges_2024_Procedia-Str191
A-SLIP-based-post-failure-model-to-predict-the-propagatio_2024_Procedia-Stru199
Automated-Crack-Identification--to-Ease-Maintenance-_2024_Procedia-Structura208
Automatic-detection-of-typical-defects-in-reinforced_2024_Procedia-Structura216
Available-methods-for-the-identification-of-the-foundat_2024_Procedia-Struct224
Bridge-Data--a-cloud-based-platform-for-the-assessment-_2024_Procedia-Struct232
Bridges-in-small-basins-with-intense-sediment-tran_2024_Procedia-Structural-241
Code-conforming-fatigue-life-assessment-of-rivete_2024_Procedia-Structural-I248
Comparative-analysis-of-different-guidelines-for-risk-classi_2024_Procedia-S255
Condition-and-structural-assessment-of-a-historic-steel-bri_2024_Procedia-St263
Construction-phases-assessment-for-a-railway-_2024_Procedia-Structural-Integ273
Corrosion-and-brittle-fracture-of-high-strength-steel-in-_2024_Procedia-Stru281
Corrosion-effects-on-strands-of-PT-bridges_2024_Procedia-Structural-Integrit295
Decarbonization-and-climate-change-analysis-of-tunnels-_2024_Procedia-Struct301
Defects-detection-of-pier-and-abutments-foundations--an-o_2024_Procedia-Stru309
Definition-of-direct-and-indirect-types-of-landslide-bridge_2024_Procedia-St317
Digital-Twin-and-Asset-Management-for-Italian-highways-de_2024_Procedia-Stru324
Dynamical-features-and-FE-modelling-of-a-multi-span-_2024_Procedia-Structura333
Dynamic-characterization-of-a-curved-nine-spans-pre-str_2024_Procedia-Struct341
Dynamic-measurements-and-finite-element-analysis-of-a-c_2024_Procedia-Struct349
Effectiveness-of-mortar-injection-repair-activity-on-_2024_Procedia-Structur357
Evaluation-of-non-destructive-techniques-for-inspectio_2024_Procedia-Structu366
Evaluation-of-the-residual-prestressing-force-in-reinfor_2024_Procedia-Struc374
Experimental-and-analytical-investigation-on-the-evaluat_2024_Procedia-Struc382
Experimental-and-Numerical-Study-on-90-years-old-Na_2024_Procedia-Structural390
Experimental-investigation-on-structural-degradation-and_2024_Procedia-Struc396
Failure-mechanism-in-a-highway-embankment-founded-on-_2024_Procedia-Structur404
Fluid-Viscous-Dampers-for-seismic-protection-of-bri_2024_Procedia-Structural412
Formation-of-wood-obstructions-at-bridges--processes--_2024_Procedia-Structu420
Generalized-Beam-Theory-for-the-static-and-dynamic-respon_2024_Procedia-Stru428
GFRP-reinforced-concrete-curb--design--economic-and_2024_Procedia-Structural436
Government-of-the-safety-of-land-transport--roles-and-p_2024_Procedia-Struct444
Ground-investigation--a-tool-for-landslide-risk-mit_2024_Procedia-Structural452
Guidelines-for-the-classification-and-management-of-risk--for-_2024_Procedia460
Half-joints-degradation--analysis-of-some-case_2024_Procedia-Structural-Inte468
Health-assessment-of-road-bridges-with-Gerber-saddle_2024_Procedia-Structura476
HHT-based-methodology-for-bridge-s-nonlinear-respo_2024_Procedia-Structural-483
Hydrological-models-and-datasets-to-support-flood-flow_2024_Procedia-Structu488
Impact-Mitigation-of-Tunnels-Maintenance-Works-on-_2024_Procedia-Structural-496
Impact-of-hazard-and-fragility-related-uncertainties-on-_2024_Procedia-Struc504
Influence-of-chloride-induced-corrosion-on-the-traffic-vul_2024_Procedia-Str518
Influence-of-spike-anchors-in-the-bond-behaviour-of-FRC_2024_Procedia-Struct526
Infrastructure--durability-and-sustainability-in_2024_Procedia-Structural-In534
Insights-into-Landslide-Interaction-with-Bridges-and-Viad_2024_Procedia-Stru541
Interferometric-Satellite-Data-For-The-Structural-Hea_2024_Procedia-Structur549
Interoperability-between-structural-and-geotechnical-an_2024_Procedia-Struct557
Investigating-the-Performance-of-a-Degraded-Prestressed-Co_2024_Procedia-Str564
Key-areas-and-rearrangement-of-the-workflow-for-the-evalua_2024_Procedia-Str572
Landslide-risk-assessment-of-existing-bridges--analysis-of_2024_Procedia-Str580
Lessons-from-international-case-studies-on-bridge-s_2024_Procedia-Structural588
Mitigation-strategies-and-measures-for-the-protection-of-wo_2024_Procedia-St596
Mobile-Terrestrial-LiDAR-survey-for-rockfall-risk-m_2024_Procedia-Structural603
Modelling-a-reinforced-concrete-arch-bridge-by-means-of-th_2024_Procedia-Str610
Model-Updating-of-different-Bridge-types-using-ambien_2024_Procedia-Structur618
Morphodynamic-numerical-modelling-of-bridge-pier-erosio_2024_Procedia-Struct626
Multi-hazard-assessment-of-a-masonry-railway-bridg_2024_Procedia-Structural-634
Multi-Methodological-Geophysical-Approach-for-Rapid-and-_2024_Procedia-Struc642
New-advanced-monitoring-systems-of-Bridges-with-Acti_2024_Procedia-Structura648
Nutcracker-Deformation-Of-Arch-Bridge-In-Consequence-O_2024_Procedia-Structu656
On-service-life-quantification-and-service-life_2024_Procedia-Structural-Int664
On-site-investigations-and-laboratory-testing-on-full-sca_2024_Procedia-Stru673
On-the-application-of-domain-adaptation-for-knowledge-tran_2024_Procedia-Str681
On-the-interaction-between-a-large-landslide-an_2024_Procedia-Structural-Int689
On-the-use-and-effectiveness-of-the-Italian-Landslide-Hazard-M_2024_Procedia697
On-the-use-of-machine-learning-for-fragility-analysi_2024_Procedia-Structura704
On-the-use-of-MTInSAR-data-and-UAV-photogrammetry-to-mo_2024_Procedia-Struct713
Optimal-sensor-placement-for-bridge-structural-health-moni_2024_Procedia-Str721
Parametric-analysis-of-corrosion-effects-on-strength-o_2024_Procedia-Structu729
Post-tensioning-system-as-a-strengthening-solution-for-m_2024_Procedia-Struc737
Preliminary-assessment-of-pre-1980-girder-bridges-in-t_2024_Procedia-Structu743
Preliminary-Insights-from-Surveys-of-Bridges-at-High_2024_Procedia-Structura751
Proposal-of-a-GIS-and-BIM-based-structured-database-f_2024_Procedia-Structur759
Refined-modelling-methods-of-structural-reinforcement_2024_Procedia-Structur767
Relevance-of-the-Foundation-Input-Motion-in-the-assessme_2024_Procedia-Struc775
Repair-strategies-and-objectives-of-the-Autostrada-d_2024_Procedia-Structura783
Resilience-Analysis-of-Different-Retrofitting-Solutio_2024_Procedia-Structur789
Reverse-engineering-for-robust-maintenance-strategy--_2024_Procedia-Structur797
Review-and-analysis-of-RC-bridge-half-joints-stren_2024_Procedia-Structural-806
Revitalizing-an-Existing-Reinforced-Concrete-Bridge--De_2024_Procedia-Struct814
Risk-assessment-and-rotation-monitoring-of-a-masonry-arc_2024_Procedia-Struc825
Risk-assessment-of-ANAS-bridge-stock-in-the-nort_2024_Procedia-Structural-In833
Risk-assessment-of-ANAS-tunnel-stock-in-the-north-east-o_2024_Procedia-Struc842
Road-bridges-exposure-and-alternative-routes--towards-_2024_Procedia-Structu850
Safety-assessment-and-retrofitting-of-a-historic-dou_2024_Procedia-Structura858
Safety-Assessment-of-Bridges--Analysis-and-Criticalitie_2024_Procedia-Struct866
Safety-management-systems-in-multimodal-transport-netwo_2024_Procedia-Struct872
Seismic-fragility-analysis-of-isolated-bridges-consider_2024_Procedia-Struct880
Self-powered-wireless-structural-sensors-for-long-t_2024_Procedia-Structural888
SHM-based-digital-twin-calibration-of-a-post-tensioned-re_2024_Procedia-Stru896
Sills-and-macro-roughness-elements-as-countermeasu_2024_Procedia-Structural-904
Special-inspection---traditional-and-innovative-investig_2024_Procedia-Struc912
Statistical-analysis-of-existing-bridges-inspection-re_2024_Procedia-Structu920
Statistical-analysis-of-risk-assessment-of-bridges-and-_2024_Procedia-Struct928
Structural-Assessment-of-a-Masonry-Arch-Bridge-before-an_2024_Procedia-Struc936
Structural-assessment-of-a-stock-of-motorway-viaducts-loc_2024_Procedia-Stru944
Structural-defects-for-condition-assessment-of-existing_2024_Procedia-Struct952
Structural-demand-assessment-of-exceptional-road-transpor_2024_Procedia-Stru960
Structural-health-assessment-through-continuous-vibration-_2024_Procedia-Str969
Structural-Health-Monitoring-of-Typical-Urban-Bridges-in-_2024_Procedia-Stru977
Structural-monitoring-of-a-historic-masonry-b_2024_Procedia-Structural-Integ985
Structural-Rehabilitation-Work-On-The-Viaduct-Over-T_2024_Procedia-Structura992
Structural-safety-of-existing-masonry-tunnel-linings--a-_2024_Procedia-Struc1000
Temperature-effect-on-the-modal-frequencies-of-a-s_2024_Procedia-Structural-1008
Temporal-reliability-evolution-of-a-prestressed-girder-_2024_Procedia-Struct1018
The-365-km-tunnels-assessment-along-ASPI-Motorways-Network---_2024_Procedia-1026
The-application-of-the-X-ray-diffraction-method-in-t_2024_Procedia-Structura1038
The-choice-of-the-control-displacement-in-pushover-an_2024_Procedia-Structur1046
The-IRRADIA-research-project-for-the-advanced-manag_2024_Procedia-Structural1059
The-Italian-Guidelines-for-special-inspections-of-post-_2024_Procedia-Struct1067
Trustworthy-AI-for-infrastructure-monitoring--a-blo_2024_Procedia-Structural1075
Tunnel-convergence-monitoring-by-radar-interfe_2024_Procedia-Structural-Inte1084
UAS-based-methodology-to-create-digital-models-of-_2024_Procedia-Structural-1092
UAV-photogrammetry-and-laser-scanning-of-bridges--a-new_2024_Procedia-Struct1100
Understanding-the-response-of-masonry-arch-bridges-u_2024_Procedia-Structura1108
Vision-based-approach-for-the-static-and-dynamic-m_2024_Procedia-Structural-1114
Vision-based-dynamic-monitoring-of-a-post-tensioned-co_2024_Procedia-Structu1123
VISIVIA-research-project--set-up-of-the-VISIT--Visual-Inspect_2024_Procedia-1131
VISIVIA-research-project--set-up-of-the-VISIT--Visual-Inspecti_2024_Procedia1139

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