PSI - Issue 84

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Cover1
3D-modelling-of-a-complex-soil-structure-interaction-betwe_2026_Procedia-Str3
A-Bayesian-based-multi-surrogate-framework-for-bridg_2026_Procedia-Structura11
Accuracy-of-X-Ray-Diffraction-as-NDT-technique-for-_2026_Procedia-Structural19
A-comparison-of-arch-thrust-line-methods-used-in-the-p_2026_Procedia-Structu28
A-comprehensive-methodology-for-the-execution-of-the-preliminar_2026_Procedi36
A-defect-to-mechanics-framework-for-rapid-structural-as_2026_Procedia-Struct44
A-digital-workflow-for-an-automated-Bridge-Informative_2026_Procedia-Structu52
Advanced-Diagnostic-Approaches-and-Monitoring-Strategies-f_2026_Procedia-Str60
A-Fast-Methodology-for-Assessing-the-Interaction-betwe_2026_Procedia-Structu68
A-methodological-framework-for-the-execution-of-the-detailed-saf_2026_Proced76
A-Methodology-for-Prioritization-and-Planning-of-Specia_2026_Procedia-Struct84
A-multidisciplinary-approach-using-UAV-for-the-inspection-_2026_Procedia-Str92
An-automated-workflow-for-the-dynamic-behavior-of_2026_Procedia-Structural-I100
An-Ensemble-Learning-Framework-for-Structural-Damage-C_2026_Procedia-Structu108
A-new-bridge-for-saving-the-iconic--Ponte-di-Fe_2026_Procedia-Structural-Int116
An-Interactive-Map-Platform-for-Earthquake-Scenario-Ass_2026_Procedia-Struct124
An-overview-of-different-design-and-assessment-techniqu_2026_Procedia-Struct132
Application-of-seismic-isolation-in-the-retrofit-o_2026_Procedia-Structural-140
Application-of-the-3D-CSFM-method-in-bridge-rec_2026_Procedia-Structural-Int148
Applied-Element-Analysis-for-Risk-Reduction-in-Decom_2026_Procedia-Structura156
A-Practical-application-of-Multichannel-ground-penetrati_2026_Procedia-Struc164
A-Preliminary-Sensitivity-Analysis-Toward-Damage-Tailored-_2026_Procedia-Str173
A-Simplified-Performance-Based-Method-for-Deriving-Inte_2026_Procedia-Struct181
Assessing-landslide-susceptibility-for-Italian-bridges_2026_Procedia-Structu189
Assessment-of-bonded-post-tensioning-in-existing-concret_2026_Procedia-Struc197
Assessment-of-existing-bridges--challenges-and-consid_2026_Procedia-Structur205
Assessment-of-Gerber-half-joints--comparison-between-exp_2026_Procedia-Struc213
Assessment-of-seismic-vulnerability-in-aged-tunnels-a_2026_Procedia-Structur219
Assessment-of-the-effectiveness-of-survey-techniques-for-re_2026_Procedia-St227
A-Systematic-Review-on-Risk-Based-Frameworks-for-S_2026_Procedia-Structural-234
Attention-Classes-and-Seismic-Vulnerability-of-H_2026_Procedia-Structural-In241
Battery-free-passive-Radio-Frequency-Identification--RFID--s_2026_Procedia-S249
Beyond-the-Classes--Enhancing-Landslide-Risk-Prioriti_2026_Procedia-Structur257
Beyond-the-work-zone--what-s-next--towards-a-new-era-of_2026_Procedia-Struct265
Bridges-Resilience-and-Climate-Extremes--A-30-Year-R_2026_Procedia-Structura273
CAM-Bridge---a-Tunable-and-Durable-Post-Tensioning-Sys_2026_Procedia-Structu281
Challenges-and-Proposals-for-Improvement-in-Bridge-Bearing_2026_Procedia-Str289
Climate-change-effects-on-the-structural-reliability-of_2026_Procedia-Struct297
Comparative-Evaluation-of-Prioritization-Methods-for-Po_2026_Procedia-Struct305
Compare-stochastic-optimal-sensor-placement-strateg_2026_Procedia-Structural313
Comparison-between-a-destructive-and-a-non-destructive-me_2026_Procedia-Stru321
Computer-Vision-and-Code-Based-Damage-Detection-in_2026_Procedia-Structural-329
-Concrete-Arch-Bridges---Experimental-Investigations-_2026_Procedia-Structur337
Data-driven-fragility-assessment-of-bridges-using-M_2026_Procedia-Structural346
Decision-making-in-bridge-management--comparing-the-pri_2026_Procedia-Struct354
Deconstruction-analysis-of-bridges-using-the-Applied-El_2026_Procedia-Struct362
Definition-of-the-workflow-for-the-design-and-management_2026_Procedia-Struc370
Design-Issues-in-the-Anchorage-of-Safety-Barriers-I_2026_Procedia-Structural378
Detect-and-classify-damage-in-bridges-through-MLP-neu_2026_Procedia-Structur386
Dynamic-identification-and-finite-element-model-cali_2026_Procedia-Structura394
Dynamic-Monitoring-of-Composite-Steel-Concrete-Viaducts-U_2026_Procedia-Stru402
Dynamics-of-masonry-arch-bridges-under-impact-loads-us_2026_Procedia-Structu410
Dynamic-testing-and-monitoring-of-two-similar-mul_2026_Procedia-Structural-I418
Effect-of-bridge-failure-on-hydraulic-infrastruct_2026_Procedia-Structural-I427
Effect-of-seepage-flows-on-the-effective-stress-state-a_2026_Procedia-Struct435
Electromagnetic-Techniques-for-Bridges--Preliminary-_2026_Procedia-Structura442
Enhanced-geometric-modelling-of-pitting-corrosion-in-st_2026_Procedia-Struct450
Enhancing-Landslide-Class-of-Attention-Assessment-i_2026_Procedia-Structural458
Equivalent-wall-model-to-analyse-waterborne-debris-imp_2026_Procedia-Structu466
Expected-life-cycle-cost-assessment-of-passive-fire-pro_2026_Procedia-Struct473
Experimental-study-of-scour-dynamics-around-elongat_2026_Procedia-Structural481
Extending-the-Service-Life-of-Historical-Bridges--Exper_2026_Procedia-Struct489
Fast-preliminary-assessment-of-simply-supported-prestres_2026_Procedia-Struc497
FE-dynamics-and-damage-modeling-of-a-masonry-arch-bridge-s_2026_Procedia-Str504
Fire-analysis-of-seismically-isolated-bridges-with-_2026_Procedia-Structural512
Flexural-Response-of-Precast-Tunnel-Segments-with-Hybr_2026_Procedia-Structu520
Flutter-mitigation-in-long-span-bridges-through-gyrosc_2026_Procedia-Structu529
Framework-to-Enhance-Landslide-Bridge-Inspections-Acco_2026_Procedia-Structu537
From-Digital-Inspection-to-Digital-Maintenance--how-AI-d_2026_Procedia-Struc545
From-the-safety-assessment-to-extraordinary-maintenance_2026_Procedia-Struct553
Geothermal-solutions-for-pavement-heating-of-roadway-_2026_Procedia-Structur561
GIS-Based-Analysis-of-Landslide-and-Bridge-Data-f_2026_Procedia-Structural-I568
Guidelines-for-transit-in-exceptional-conditions---applicati_2026_Procedia-S576
Hanging-from-wires--past-and-future_2026_Procedia-Structural-Integrity584
How-much-does-driftwood-accumulation-at-a-bridge-deck-inc_2026_Procedia-Stru592
Hydraulic-forces-on-debris-accumulations--a-preli_2026_Procedia-Structural-I600
Identifying-Indirect-Landslide-Threats-to-Infrastructure_2026_Procedia-Struc608
Impact-of-land-subsidence-on-bridges-and-viaducts--a-compr_2026_Procedia-Str616
Improvement-and-validation-of-a-novel-moving-load-i_2026_Procedia-Structural624
Indirect-Bridge-Structural-Health-Monitoring--introdu_2026_Procedia-Structur632
Innovation-in-Tunnel-Renovation-Works-to-Reduce-Impact-of_2026_Procedia-Stru640
InSAR-and-FEM-analysis-of-the-interaction-between-a-hi_2026_Procedia-Structu647
Inspection-and-risk-assessment-of-post-tensioned-concrete-b_2026_Procedia-St655
Integrated-Analysis-of-Geological-Data-and-Mobile-Mapping-_2026_Procedia-Str663
Integrated-Life-Cycle-Management--LCM--of-Bridges-and-Tun_2026_Procedia-Stru672
Integrated-Monitoring-and-Numerical-Modelling-of-Lan_2026_Procedia-Structura680
Integrating-Computer-Vision-based-corrosion-severity-gradi_2026_Procedia-Str688
Integrating-Gestalt-Based-Perceptual-Mechanisms-into-the_2026_Procedia-Struc696
Integration-of-Digital-Twins-into-structural-monitoring_2026_Procedia-Struct702
Interpretation-of-Operational-Modal-Analysis-results-_2026_Procedia-Structur710
Investigation-of-Temperature-Effects-on-Prestressed-Conc_2026_Procedia-Struc717
Laboratory-Based-Evaluation-of-Flat-Jack-Test-Accuracy-fo_2026_Procedia-Stru725
Laboratory-investigation-of-local-scour-at-collared-p_2026_Procedia-Structur732
Landslide-Bridge-interaction-risk-assessment--MARI_2026_Procedia-Structural-740
Landslide-infrastructure-interaction--slope-gravitational-de_2026_Procedia-S748
Large-scale-Hydrological-Hydraulic-Modeling-for-Infrastr_2026_Procedia-Struc756
Lessons-learnt-from-Continuous-SHM-in-the-Anas-SHM-P3P-_2026_Procedia-Struct764
LiDAR-Based-UAS-Methodology-for-Digital-Modelling-a_2026_Procedia-Structural772
Long-Term-Dynamic-Monitoring-for-Structural-Health-A_2026_Procedia-Structura780
Management-of-bridges-under-the-responsibility-of-no_2026_Procedia-Structura788
Managing-rockfall-risk-on-the-Italian-road-network-w_2026_Procedia-Structura796
Managing-tunnels-on-a-large-scale-highway-network---_2026_Procedia-Structura804
Methodological-development-of-special-inspection-proto_2026_Procedia-Structu812
ML-based-framework-for-fragility-assessment-of-existing-re_2026_Procedia-Str820
Model-Based-Learning-for-Multiple-Bridge-Monitoring-in-_2026_Procedia-Struct829
Modelling-scour-in-masonry-arch-bridges-with-the-Di_2026_Procedia-Structural837
Model-updating-for-bridge-structures-using-reduced-ord_2026_Procedia-Structu845
Monitoring-Vibrations-of-Buildings-and-Infrastructures-ove_2026_Procedia-Str853
Multi-hazard-resilience-assessment-of-road-networks--th_2026_Procedia-Struct861
Novelty-detection-of-a-multi-span-PSC-bridge-usin_2026_Procedia-Structural-I869
Numerical-Investigation-of-FRCM-Strengthened-Half-Join_2026_Procedia-Structu877
Numerical-modelling-of-indirect-landslide-infrastructure-_2026_Procedia-Stru885
Object-Detection-versus-Semantic-Segmentation-for-Large-_2026_Procedia-Struc893
Operational-modal-analysis-and-pushover-analysis-o_2026_Procedia-Structural-899
Optimizing-Remote-Sensing-for-Bridge-and-Viaduct-Monitor_2026_Procedia-Struc907
Optimizing-Tunnel-Asset-Management-through-Multi-Obj_2026_Procedia-Structura916
Potential-of-Load-Cells-in-the-Static-and-Dynamic-Mon_2026_Procedia-Structur924
Pre--and-post-collapse-analysis-of-infrastructures-us_2026_Procedia-Structur931
Preliminary-Evaluation-of-Neural-Network-Based-Vibration-_2026_Procedia-Stru939
Preserving-Modern-Heritage--Structural-Health-Monitoring_2026_Procedia-Struc947
Prioritizing-Accurate-Structural-Assessment-of-Existi_2026_Procedia-Structur955
Probabilistic-analysis-of-transmission-and-anchorage-lengths-_2026_Procedia-963
Probabilistic-capacity-assessment-of-RC-half-joints-usin_2026_Procedia-Struc971
Proof-Loading-Test-Under-Controlled-Exceptional-Vehi_2026_Procedia-Structura980
Public-oversight-and-infrastructure-management--an-analysi_2026_Procedia-Str988
Quantifying-Bridge-Exposure-to-Landslide-Hazards--A-Reg_2026_Procedia-Struct996
Real-Time-Digital-Twin-for-LNGS-Hall-B--Integrating-Multi_2026_Procedia-Stru1004
Real-time-dynamic-monitoring-for-safety-assessment-of-_2026_Procedia-Structu1012
Regional-Scale-Seismic-Risk-Mapping-of-Existing-Highwa_2026_Procedia-Structu1020
Reinforced-Concrete-Structural-Reliability-Adaptation_2026_Procedia-Structur1028
Repair-of-San-Donnino-viaduct_2026_Procedia-Structural-Integrity1036
Residual-prestress-evaluation-in-prestressed-concrete-b_2026_Procedia-Struct1042
Resilience-of-critical-transport-infrastructure-in-Abruzz_2026_Procedia-Stru1050
Risk--life-cycle-cost-and-environmental-impact-analy_2026_Procedia-Structura1057
Safety-assessment-and-reinforcement-of-a-multi-sp_2026_Procedia-Structural-I1065
Safety-assessment-of-bridge-decks-under-exception_2026_Procedia-Structural-I1073
SAFOTEB-database-for-knowledge-of-material-strengths-of_2026_Procedia-Struct1081
Seismic-behaviour-of-an-in-service-curved-PC-box-girder-b_2026_Procedia-Stru1089
Seismic-retrofitting-of-a-highway-bridge-by-means-of-_2026_Procedia-Structur1097
Seismic-Vulnerability-of-Reinforced-Concrete-Viaduct_2026_Procedia-Structura1105
Semi-Analytic-Optimization-of-Maximum-Response-Envelopes_2026_Procedia-Struc1113
SGAM---Smart-Geotechnical-Asset-Management--Enhancing-pred_2026_Procedia-Str1121
Shear-capacity-of-skewed-reinforced-concrete-slabs--a-co_2026_Procedia-Struc1127
Shear-lag-analysis-in-steel-concrete-decks-of-cab_2026_Procedia-Structural-I1135
Simulated-project--analysis-of-strength-and-stiffness-of_2026_Procedia-Struc1143
Solid-finite-element-modeling-of-prestressed-beams--Par_2026_Procedia-Struct1151
Solid-finite-element-modeling-of-prestressed-beams--Part_2026_Procedia-Struc1159
Some-issues-in-the-numerical-modelling-and-analysis-o_2026_Procedia-Structur1167
Some-results-on-the-evaluation-of-the-accuracy-of-displacem_2026_Procedia-St1175
Strain-Based-Dynamic-Identification-of-a-Steel-Footbri_2026_Procedia-Structu1183
Strategies-to-improve-highway-viaducts-built-i_2026_Procedia-Structural-Inte1191
Strengthening-and-safety-evaluation-of--Sant-Ansano-_2026_Procedia-Structura1199
Stress-Assessment-of-Prestressing-Steels-Using-X-ray-Diffr_2026_Procedia-Str1206
Structural-Health-Monitoring-of-a-Full-Scale-Prestressed-_2026_Procedia-Stru1213
Structural-health-monitoring-of-short-span-pre-stresse_2026_Procedia-Structu1221
Structural-monitoring-of-bridges-using-inclinomet_2026_Procedia-Structural-I1229
Sustainable-strengthening-of-prestressed-concrete-bridg_2026_Procedia-Struct1237
System-safety-performance--integration-of-gap-analysis-and-_2026_Procedia-St1246
The-Development-of-SIOS-Towards-Asset-Management-_2026_Procedia-Structural-I1254
The-impact-of-a-slow-active-earth-flow-on-a-viaduct-o_2026_Procedia-Structur1262
The-Role-of-Special-Inspections-in-the-Safety-Ass_2026_Procedia-Structural-I1270
The-role-played-by-fibres-in-limiting-the-fire-induced-ex_2026_Procedia-Stru1278
The-use-of-traffic-data-for-structural-assessment-in-com_2026_Procedia-Struc1283
Time-dependent-seismic-response-of-reinforced-concrete-_2026_Procedia-Struct1291
Two-tiered-approach-for-the-structural-assessment-of_2026_Procedia-Structura1299
Typological-classification-of-existing-bridge-piers-interac_2026_Procedia-St1307
Update-to-the--Operating-Instructions-to-the-Italian-Guidelines_2026_Procedi1315
Using-InSAR-data-and-3D-numerical-modelling-to-analyse-_2026_Procedia-Struct1323
Value-of-Information-Based-Inspection-Planning-for-Post_2026_Procedia-Struct1331
Vibration-Based-Structural-Health-Monitoring-of-a-Mult_2026_Procedia-Structu1339
Vision-based-dynamic-monitoring-of-a-RC-railway_2026_Procedia-Structural-Int1347
Vulnerability-analysis-and-seismic-retrofit-proposals-for-_2026_Procedia-Str1355
Wind-induced-vibrations-of-suspension-bridge-ha_2026_Procedia-Structural-Int1363
Works-on-historic-masonry-bridges-to-improve-inspect_2026_Procedia-Structura1371

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