PSI - Issue 78

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Cover1
3D-Printed-Smart-Reinforced-Beam-for-Strain-Mo_2026_Procedia-Structural-Inte3
A-3D-macroelement-formulation-for-modeling-unstrength_2026_Procedia-Structur11
Accuracy-of-simplified-loss-assessment-strategies-for-lo_2026_Procedia-Struc19
A-comprehensive-long-term-monitoring-system-of-an-iconi_2026_Procedia-Struct27
A-Coupled-IP-OOP-Macro-Model-for-Seismic-Analysis-of-_2026_Procedia-Structur35
A-critical-analysis-of-methods-for-seismic-risk-assessm_2026_Procedia-Struct43
Adaptive-regional-seismic-risk-assessment-under-uncert_2026_Procedia-Structu50
A-Data-Driven-Framework-for-Rapid-Seismic-Risk-Assessment_2026_Procedia-Stru57
Additional-structural-systems-coupled-to-existing-bu_2026_Procedia-Structura65
A-defect-based-framework-for-predictive-life-cycle-as_2026_Procedia-Structur73
Advanced-Model-Calibration-of-a-Historical-Masonry-Tower-_2026_Procedia-Stru81
Advanced-numerical-modelling-of-mechanical-nutted-bar-anc_2026_Procedia-Stru89
AI-assisted-seismic-fragility-assessment-of-corrod_2026_Procedia-Structural-97
Alternative-approaches-to-computational-mechanics--Blende_2026_Procedia-Stru105
A-multi-model-strategy-for-model-based-SHM-of-cultu_2026_Procedia-Structural113
A-multi-objective-design-model-for-inter-story-isolation_2026_Procedia-Struc121
A-multi-scale-framework-for-seismic-loss-assessme_2026_Procedia-Structural-I129
An-advanced-72h-survival-kit-to-overcome-seismic_2026_Procedia-Structural-In137
Analysis-of-multi-source-satellite-derived-displacement-d_2026_Procedia-Stru145
Analysis-of-open-data-resources-for-multi-scale-probabi_2026_Procedia-Struct153
Analysis-of-the-seismic-event-of-24-August-2016-in-Amatric_2026_Procedia-St1161
Analysis-of-the-seismic-event-of-24-August-2016-in-Amatric_2026_Procedia-Str169
Analysis-of-the-shear-deformation-in-simply-supported_2026_Procedia-Structur177
Analytical-empirical-relationships-for-the-estimation-of_2026_Procedia-Struc185
Analytical-evaluation-of-debris-due-to-the-collapse-of-_2026_Procedia-Struct193
Analytical-formulation-for-biaxial-curvature-domains-o_2026_Procedia-Structu201
An-automated-machine-learning-approach-for-the-rapid-es_2026_Procedia-Struct209
A-new-closed-form-expression-for-the-equivalent-visc_2026_Procedia-Structura217
A-new-reliability-based-procedure-for-the-life-cycle-mana_2026_Procedia-Stru225
A-new-transfer-learning-methodology-for-seismic-capacity_2026_Procedia-Struc233
An-innovative-governance-model-for-road-infrastructure-i_2026_Procedia-Struc241
An-Integrated-Open-Source-Workflow-for-OpenS_2026_Procedia-Structural-Integr249
An-integrated-regional-prioritisation-framework-for-se_2026_Procedia-Structu257
An-interpretative-model-for-seismic-risk--the-case-of_2026_Procedia-Structur265
An-Optimization-Methodology-For-Modular-Structu_2026_Procedia-Structural-Int273
A-novel-slip-friction-connector-for-seismic-applications-_2026_Procedia-Stru280
An-overview-of-communication-activities-for-risk-m_2026_Procedia-Structural-288
An-overview-on-the-performances-of-natural-fiber-reinf_2026_Procedia-Structu296
Application-of-a-novel-geological-geotechnical-index-for_2026_Procedia-Struc304
A-preliminary-investigation-into-the-reliability-of-RC-_2026_Procedia-Struct312
Architectural-non-structural-elements--NSEs--and-heritage-_2026_Procedia-Str320
A-Review-on-the-Application-of-Biochar-as-a-Self-Sensing_2026_Procedia-Struc328
ARX-models-for-dynamic-identification-of-non-linear-s_2026_Procedia-Structur336
A-simplified-model-to-simulate-the-elastic-behavior-of-c_2026_Procedia-Struc344
Assessment-and-strengthening-of-Gerber-saddles-i_2026_Procedia-Structural-In352
Assessment-of-post-installed-bars-in-full-scale-beam-c_2026_Procedia-Structu360
Assessment-of-reinforced-concrete-dapped-end-beams-b_2026_Procedia-Structura368
Assessment-of-the-Flat-Jack-Test-for-evaluating-in-si_2026_Procedia-Structur376
Assessment-of-the-out-of-plane-response-of-URM-walls--co_2026_Procedia-Struc383
A-study-on-the-vibration-serviceability-performance-_2026_Procedia-Structura391
A-visual-based-classification-approach-for-regradi_2026_Procedia-Structural-399
Base-isolation-in-near-fault-scenario--a-design-or_2026_Procedia-Structural-407
Bayesian-neural-networks-for-seismic-damage-detection_2026_Procedia-Structur415
Bond-behaviour-between-concrete-filled-steel-tubes-a_2026_Procedia-Structura423
Bridge-health-index--towards-an-integrated-indicator-fo_2026_Procedia-Struct431
Choice-between-dissipative-and-low-dissipative-de_2026_Procedia-Structural-I439
Climate-change-impact-on-built-environment--definition-o_2026_Procedia-Struc446
Code-compilant-assessment-of-a-masonry-arch-bridge-_2026_Procedia-Structural454
Combined-seismic-and-energy-retrofit-of-masonry_2026_Procedia-Structural-Int461
Combining-seismic-resilience-and-energy-efficiency--a-ret_2026_Procedia-Stru468
Comparison-of-seismic-vulnerability-for-different-class_2026_Procedia-Struct477
Connections-between-steel-exoskeletons-and-RC-frame-_2026_Procedia-Structura485
Controlled-demolition-and-experimental-reuse-of-decommissi_2026_Procedia-Str493
Conventional-and-supplementally-damped-light-frame-ti_2026_Procedia-Structur501
Cost-benefit-analysis-of-fire-protected-steel-build_2026_Procedia-Structural509
Cyclic-behavior-of-laminated-veneer-lumber-br_2026_Procedia-Structural-Integ517
Cyclic-bond-behavior-and-end-of-life-bio-recycling-o_2026_Procedia-Structura524
Cyclic-shear-compression-tests-on-masonry-wall-strength_2026_Procedia-Struct532
Damage-sensitive-lime-mortars-with-carbon-nanotubes-and-c_2026_Procedia-Stru540
Data-driven-and-model-based-strategies-for-static-moni_2026_Procedia-Structu548
Data-driven-probabilistic-braking-force-model-for-exis_2026_Procedia-Structu556
Degradation-phenomena-in-post-tensioned-prestressed-conc_2026_Procedia-Struc564
Derivation-of-State-Dependent-Fragility-Curves-for-Reinf_2026_Procedia-Struc572
Design-and-experimental-testing-of-a-concrete-rocki_2026_Procedia-Structural580
Design-of-a-base-isolated-artificial-ground-accounting-fo_2026_Procedia-Stru586
Design-of-a-dynamic-monitoring-system-for-the-Saint-L_2026_Procedia-Structur594
Development-of-statistical-capacity-surfaces-for-expedit_2026_Procedia-Struc602
Diagonal-compression-testing-of-FRCM-Strengthened-Calcare_2026_Procedia-Stru610
Discontinuous-analysis-of-heritage-masonry-structures-sub_2026_Procedia-Stru618
Domain-adversarial-neural-network-for-strain-based-seismic_2026_Procedia-Str626
Downtime-based-seismic-assessment--insights-from-new-_2026_Procedia-Structur634
Dynamic-Identification-for-Retrofitting-Assessment-of-Rei_2026_Procedia-Stru642
Dynamic-identification-of-prestressed-reinforced-concrete-r_2026_Procedia-St650
Dynamic-identification-of-seismic-isolator-propertie_2026_Procedia-Structura658
Effectiveness-of-textile-reinforced--TR--systems-based-on-s_2026_Procedia-St666
Effect-of-carbon-fillers-and-printing-path-strategy-on-dam_2026_Procedia-Str674
Effect-of-rebar-corrosion-and-soil-settlements-on-sei_2026_Procedia-Structur682
Effects-of-Non-Structural-Walls-on-Vertical-Floor-Acc_2026_Procedia-Structur690
Efficient-nonlinear-seismic-modelling-of-masonry-arch-b_2026_Procedia-Struct698
Enhanced-seismic-performance-of-linked-column-frames-_2026_Procedia-Structur706
Enhancing-bridge-deck-evaluation--a-practical-application-o_2026_Procedia-St714
Enhancing-infrastructure-safety-in-Italy-through-networ_2026_Procedia-Struct722
Enhancing-Multi-Objective-Seismic-Retrofitting-Desi_2026_Procedia-Structural730
Enhancing-seismic-resilience-of-museum-artifacts--experim_2026_Procedia-Stru738
Enhancing-structural-health-monitoring-through-BIM-int_2026_Procedia-Structu746
Enhancing-the-seismic-response-of-a-historic-r-c--arc_2026_Procedia-Structur754
Ensuring-seismic-resilience--low-cycle-fatigue-analy_2026_Procedia-Structura762
Evaluation-of-the-effect-of-full-and-partial-retrofit-of_2026_Procedia-Struc770
Evaluation-of-time-effects-on-the-response-of-PFV_2026_Procedia-Structural-I778
Existing-masonry-buildings-retrofitted-by-steel-fiber-rei_2026_Procedia-Stru786
Expeditious-seismic-risk-assessment-method-at-territorial_2026_Procedia-Stru794
Experimental-and-analytical-study-for-retrofitting-_2026_Procedia-Structural802
Experimental-and-numerical-study-on-masonry-barrel-vault_2026_Procedia-Struc810
Experimental-assessment-of-partial-factors-for-externall_2026_Procedia-Struc818
Experimental-Campaign-on-the-Seismic-Response-of-Weak-Clay_2026_Procedia-Str826
Experimental-Evaluation-of-Long-Duration-Ground-Motion_2026_Procedia-Structu834
Experimental-investigation-of-tsunami-waves-induced-l_2026_Procedia-Structur842
Experimental-seismic-performance-evaluation-on-pip_2026_Procedia-Structural-850
Experimental-study-on-strengthening-CFS-dry-joints-i_2026_Procedia-Structura858
Experimental-study-on-the-strain-sensing-behavior-of-sm_2026_Procedia-Struct866
Experimental-testing-campaign-on-wall-slab-wall_2026_Procedia-Structural-Int874
Extension-of-segment-based-risk-classification-methodology_2026_Procedia-Str882
External-steel-bracing-frames-with-energy-dissipation-dev_2026_Procedia-Stru889
Fast-Track-Code-Based-Seismic-Vulnerability-Screening-wi_2026_Procedia-Struc897
Finite-element-model-updating-based-on-ambient-vibrati_2026_Procedia-Structu905
First-seismic-retrofit-by-base-isolation-of-a-strategi_2026_Procedia-Structu913
Floor-response-spectra-for-seismic-design-of-non-struct_2026_Procedia-Struct921
Fragility-based-assessment-of-seismic-isolation-strategi_2026_Procedia-Struc929
From-baseline-monitoring-to-seismic-vulnerability-assessm_2026_Procedia-Stru937
Geometric-modelling-of-a-lattice-structure-for-lar_2026_Procedia-Structural-945
Guidelines-for-seismic-design-and-verification-of-ma_2026_Procedia-Structura953
Hinge-Spring-Friction-Device-optimized-for-the-protectio_2026_Procedia-Struc962
Historical-development-of-Italian-codes-for-the-structur_2026_Procedia-Struc970
Impact-of-corrosion-on-the-lateral-load-response-of-RC-m_2026_Procedia-Struc978
Impact-of-degradation-on-the-seismic-vulnerability-of-_2026_Procedia-Structu986
Impact-of-the-vertical-component-of-near-fault-earthquakes-_2026_Procedia-St994
Implementation-of-the-isolated-artificial-ground-projec_2026_Procedia-Struct1002
Implications-of-different-corrosion-damage-modeling-strat_2026_Procedia-Stru1010
Influence-of-damping-in-nonlinear-dynamic-analysis-of-_2026_Procedia-Structu1018
Influence-of-the-axial-behaviour-of-braces-in-the-sc_2026_Procedia-Structura1026
Influence-of-timber-diaphragms-and-wall-to-diaphragm-con_2026_Procedia-Struc1034
Innovative-beam-column-joint-solutions-for-precast-f_2026_Procedia-Structura1042
INODIS---A-Novel-Decoupling-System-to-Improve-the-Ear_2026_Procedia-Structur1048
Integrated-procedures-for-the-seismic-response-assessm_2026_Procedia-Structu1056
Integrating-Machine-Learning-Techniques-into-Post-Earthqu_2026_Procedia-Stru1063
Integrating-robotics-and-immersive-technologies-for-_2026_Procedia-Structura1071
Integrating-seismic-and-tsunami-data-for-multi-hazard-co_2026_Procedia-Struc1079
Integration-of-dynamic-monitoring-data-for-near-real-_2026_Procedia-Structur1085
Integration-of-traditional-and-advanced-seismic-protect_2026_Procedia-Struct1093
Interpreting-and-modelling-the-high-piezoresistive-sen_2026_Procedia-Structu1100
Interventions-on-masonry-buildings-of-cultural_2026_Procedia-Structural-Inte1108
Investigation-of-the-friction-coefficient-of-sliding_2026_Procedia-Structura1116
Issues-in-near-source-probabilistic-seismic-hazard-analys_2026_Procedia-Stru1124
Knowledge--design-and-execution-in-archaeological-site_2026_Procedia-Structu1132
Local-dissipative-solutions-for-the-seismic-retrofitting-of_2026_Procedia-St1141
Machine-Learning-assisted-predictors-for-post-earthqu_2026_Procedia-Structur1149
Machine-learning-based-framework-for-the-seismic-fragil_2026_Procedia-Struct1156
Mechanical-classification-of-timber-beam-to-col_2026_Procedia-Structural-Int1164
Mediterranean-coastal-bridges--vulnerability-to-combine_2026_Procedia-Struct1171
Mid-span-hinge-effects-in-the-seismic-performance-assessmen_2026_Procedia-St1179
Modal-identification-of-prestressed-concrete-beams-wit_2026_Procedia-Structu1187
Modal-testing-of-a-reinforced-concrete-Gerber-t_2026_Procedia-Structural-Int1195
Modelling-strategies-for-structural-units-within-_2026_Procedia-Structural-I1203
Multi-hazard-risk-analysis-of-industrial-equipment-expose_2026_Procedia-Stru1211
Multilevel-framework-for-risk-assessment-of-cultural-_2026_Procedia-Structur1219
Multi-parameter-evaluation-of-sustainable-seismic-retrofi_2026_Procedia-Stru1227
Natural-fiber-TRM-systems-for-sustainable-seismic-retrofi_2026_Procedia-Stru1235
Non-destructive-assessment-of-hybrid-CLT_2026_Procedia-Structural-Integrity1242
Non-destructive-testing-strategies-for-post-tensioned-br_2026_Procedia-Struc1250
Non-invasive-seismic-retrofit-of-reinforced-concrete-_2026_Procedia-Structur1257
Nonlinear-dynamic-analysis-of-a-RC-bridge-with-Gerber-sad_2026_Procedia-Stru1265
Nonlinear-dynamic-response-of-infilled-RC-frames--invest_2026_Procedia-Struc1273
Non-linear-Finite-Element-modelling-for-the-out-of-p_2026_Procedia-Structura1281
Nonlinear-modelling-for-the-seismic-vulnerability-of-co_2026_Procedia-Struct1289
Novelty-detection-and-localization-using-vibration-mo_2026_Procedia-Structur1296
NTC18-time-adaptive-PSHA-reliability-for-Poisson-predi_2026_Procedia-Structu1304
Numerical-assessment-of-a-multi-span-prestressed-girder_2026_Procedia-Struct1310
Numerical-investigation-on-U-Shaped-Dissipative-Device_2026_Procedia-Structu1318
Numerical-modelling-based-seismic-vulnerability-assessmen_2026_Procedia-Stru1326
Numerical-modelling-of-an-existing-RC-bridge-including-_2026_Procedia-Struct1334
On-the-effectiveness-of-local-modifications-as-dyna_2026_Procedia-Structural1342
Performance-Assessment-of-Steel-Storage-Racks-under-_2026_Procedia-Structura1351
Performance-of-nonlinear-2D-numerical-models-for-the-_2026_Procedia-Structur1359
PERIL--a-new-platform-for-risk-assessment-and-genera_2026_Procedia-Structura1367
Physics-based-ground-motion-simulations-for-the-seismic-v_2026_Procedia-Stru1375
Post-earthquake-traffic-load-carrying-capacity-of-a-RC-d_2026_Procedia-Struc1383
Potential-of-hybrid-steel-timber-frames-as-sustaina_2026_Procedia-Structural1391
Pre-damaging-test-of-a-full-scale-masonry-cross-vault-subjec_2026_Procedia-S1399
Predicting-post-earthquake-reconstruction-costs-of-maso_2026_Procedia-Struct1407
Preliminary-analysis-of-the-damage-data-collected-after-_2026_Procedia-Struc1413
Preliminary-Assessment-of-Self-Centring-Steel-Frame-Sy_2026_Procedia-Structu1421
Preliminary-computational-benchmark-for-the-experimental_2026_Procedia-Struc1428
Preliminary-dynamic-identification-of-a-masonry_2026_Procedia-Structural-Int1436
Preliminary-results-from-concentrated-impact-tests-on-a-s_2026_Procedia-Stru1443
Preliminary-seismological-validation-of-a-physics-ba_2026_Procedia-Structura1451
Preliminary-structural-health-monitoring-results-of-a-h_2026_Procedia-Struct1459
Problems-and-solutions-for-the-seismic-protection-of-a-_2026_Procedia-Struct1467
Proposal-of-a-taxonomy-for-regional-seismic-risk-asse_2026_Procedia-Structur1475
Push-out-tests-on-timber-to-timber-composite-syste_2026_Procedia-Structural-1483
Rapid-post-earthquake-evaluation-method-for-strategic-h_2026_Procedia-Struct1491
Recent-advances-in-seismic-assessment-of-nonstructur_2026_Procedia-Structura1499
Recent-developments-in-site-response-analysis-an_2026_Procedia-Structural-In1507
Recent-developments-in-vertical-ground-motion-models-_2026_Procedia-Structur1515
Regional-fragility-functions-for-bell-towers-damaged-in_2026_Procedia-Struct1523
Relevant-findings-on-experimental-behavior-of-exterior-be_2026_Procedia-Stru1531
Reliability-of-census-data-for-typological-identification_2026_Procedia-Stru1540
Retrofitting-of-existing-historical-masonry-building-comple_2026_Procedia-St1548
Robust-anomaly-detection-in-masonry-structures-using-a-te_2026_Procedia-Stru1555
Satellite-measurements-for-monitoring-bridge-n_2026_Procedia-Structural-Inte1563
Scaled-down-benchmark-railway-bridge-model-for-vibrat_2026_Procedia-Structur1571
Seismic-assessment-of-a-1970s-reinforced-concrete-schoo_2026_Procedia-Struct1579
Seismic-assessment-of-masonry-arch-bridges-using-dis_2026_Procedia-Structura1587
Seismic-assessment-of-rocking-nonstructural-elements--_2026_Procedia-Structu1595
Seismic-base-isolation-of-the-ciborium-of-the-high-altar_2026_Procedia-Struc1603
Seismic-behaviour-of-enhanced-composite-CHS-to-I-beam_2026_Procedia-Structur1614
Seismic-damage-analysis-for-historic-buildings--the-c_2026_Procedia-Structur1621
Seismic-demand-in-masonry-buildings-with-Cross-Lamin_2026_Procedia-Structura1628
Seismic-fragility-assessment-of-a-reinforced-concrete-bu_2026_Procedia-Struc1636
Seismic-fragility-curves-of-existing-masonry-school-buildin_2026_Procedia-St1644
Seismic-NaTech-early-warning-and-monitoring-in-maj_2026_Procedia-Structural-1652
Seismic-performance-and-modelling-of-reinforced-concrete_2026_Procedia-Struc1658
Seismic-performance-of-3D-printed-buildings--an-overvie_2026_Procedia-Struct1666
Seismic-resilience-assessment-for-steel-concrete-compo_2026_Procedia-Structu1674
Seismic-response-of-solar-energy-generation-s_2026_Procedia-Structural-Integ1682
Seismic-response-of-URM-buildings-accounting-for-soil-fou_2026_Procedia-Stru1690
Seismic-retrofit-of-RC-structures-using-performance-sp_2026_Procedia-Structu1698
Seismic-retrofitting-of-a-RC-case-study-structure--prelimina_2026_Procedia-S1706
Seismic-retrofitting-of-masonry-walls-using-regular-s_2026_Procedia-Structur1714
Seismic-risk-assessment-of-precast-industrial-buildin_2026_Procedia-Structur1722
Seismic-risk-reduction-of-masonry-barrel-vaults-using-CR_2026_Procedia-Struc1730
Seismic-strengthening-of-exterior-RC-beam-column-join_2026_Procedia-Structur1738
Seismic-upgrading-of-existing-RC-structures-through-stee_2026_Procedia-Struc1746
Seismic-vulnerability-assessment-of-complex-masonry-buil_2026_Procedia-Struc1754
Seismic-vulnerability-assessment-of-existing-masonry-ch_2026_Procedia-Struct1761
Seismic-vulnerability-assessment-of-heritage-protected-sc_2026_Procedia-Stru1769
Seismic-vulnerability-assessment-of-storage-tanks-in_2026_Procedia-Structura1777
Seismic-vulnerability-of-deficient-RC-buildings--insigh_2026_Procedia-Struct1785
Seismic-Vulnerability-of-Masonry-Walls-Damaged-by-Foundat_2026_Procedia-Stru1793
Seismic-vulnerability-of-the-nave-arcade-in-three_2026_Procedia-Structural-I1801
Sensitivity-analysis-of-different-machine-learning-mode_2026_Procedia-Struct1809
Sequential-optimization-of-liquid-column-vibration-con_2026_Procedia-Structu1816
Shake-table-testing-of-a-pre-and-post-retrofitted-unreinfo_2026_Procedia-Str1824
Shaking-table-testing-of-a-reinforced-concrete-frame-proto_2026_Procedia-Str1832
Shear-retrofitting-of-reinforced-concrete-beams--_2026_Procedia-Structural-I1841
Shear-strengthening-of-existing-reinforced-concrete-colu_2026_Procedia-Struc1849
Simplified-framework-for-loss-assessment-and-effectiv_2026_Procedia-Structur1857
Simplified-seismic-vulnerability-assessment-of-represent_2026_Procedia-Struc1865
Simulated-design--seismic-analysis-of-1970s-bridges-us_2026_Procedia-Structu1872
Simulation-of-push-and-release-tests-on-HDRBs-based-iso_2026_Procedia-Struct1880
Some-observations-from-the-first-application-of-a-computer-_2026_Procedia-St1888
Some-remarks-on-the-knowledge-of-existing-bridges-in-_2026_Procedia-Structur1895
Staircase-modeling-effects-on-the-seismic-assessmen_2026_Procedia-Structural1903
State-of-the-art-of-geotechnical-monitoring-for-the-mit_2026_Procedia-Struct1911
Stiffness-evaluation-of-floor-diaphragms_2026_Procedia-Structural-Integrity1919
Strategies-and-tools-in-the-seismic-design-for-regenera_2026_Procedia-Struct1927
Strategies-for-seismic-risk-mitigation-through-typolog_2026_Procedia-Structu1935
Strengthening-of-Masonry-Walls-Using-Jute-Fiber--Mergin_2026_Procedia-Struct1943
Structural-assessment-of-centuries-old-timber-bridge-f_2026_Procedia-Structu1951
Structural-condition-monitoring-of-a-steel-concrete-compos_2026_Procedia-Str1959
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