PSI - Issue 44

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Cover1
Preface3
3D-numerical-characterization-of-a-dissipative-connectio_2023_Procedia-Struc5
A-Bayesian-based-data-fusion-methodology-and-its-applicati_2023_Procedia-Str13
A-CAT-bond-based-coverage-scheme-proposal-for_2023_Procedia-Structural-Integ21
Adaptive-knowledge-based-seismic-risk-assessment-of-exis_2023_Procedia-Struc29
A-dynamically-validated-model-verified-by-drone-photos_2023_Procedia-Structu37
A-machine-learning-framework-to-estimate-a-simple-seismi_2023_Procedia-Struc45
A-macro-element-approach-for-the-seismic-analysis-o_2023_Procedia-Structural53
Ambient-Vibration-Testing-and-model-updating-of-the-bell-_2023_Procedia-Stru59
A-Methodology-for-Extracting-the-Physical-Parameters-of_2023_Procedia-Struct67
A-methodology-for-the-calibration-of-partial-safety-factors-a_2023_Procedia-75
Analysis-of-the-behavior-of-the-masonry-Medici-tower-re_2023_Procedia-Struct83
Analytical-fragility-curves-proposal-for-Tuscan-mas_2023_Procedia-Structural91
Analytical-prediction-of-the-seismic-resistance-of-masonr_2023_Procedia-Stru99
An-efficient-elastoplastic-model-for-the-analysis-of_2023_Procedia-Structura107
An-enhanced-system-for-the-combined-seismic-and-energ_2023_Procedia-Structur113
A-new-genetic-algorithm-framework-based-on-Expected-Annual_2023_Procedia-Str121
A-new-tailored-developed-software-for-the-risk-classific_2023_Procedia-Struc129
An-experimental-study-on-smart-earth-samples-for-s_2023_Procedia-Structural-137
An-Innovative-Active-Control-System-for-The-Seismic-Ret_2023_Procedia-Struct145
An-innovative-ductile-bracing-system-easily-repaira_2023_Procedia-Structural153
An-innovative-framework-for-risk-assessment-of-non-str_2023_Procedia-Structu161
An-innovative-measure-architecture-to-monitor-civ_2023_Procedia-Structural-I169
An-integrated-approach-for-the-investigation-of-the-seismi_2023_Procedia-Str177
An-Integrated-Risk-Management-System-for-Road-Infrastruc_2023_Procedia-Struc183
An-Italian-platform-for-the-seismic-risk-assessmen_2023_Procedia-Structural-191
A-note-on-peak-inelastic-displacement-as-a-proxy-for-s_2023_Procedia-Structu199
A-novel-genetic-algorithm-based-optimization-framework-for-_2023_Procedia-St207
A-physical-model-for-dynamic-analysis-of-structures-equ_2023_Procedia-Struct215
Application-of-CLT-prefabricated-exoskeleton-for-an-integr_2023_Procedia-Str223
Application-of--Linee-Guida-per-la-classificazione-e-gestione_2023_Procedia-231
Application-of-Multi-Temporal-InSAR--MT-InSAR--for-struct_2023_Procedia-Stru239
Application-of-timber-based-techniques-for-seismic-retrofi_2023_Procedia-Str247
Application-of-unsupervised-learning-for-post-earthqua_2023_Procedia-Structu255
Application-to-the-territorial-authorities-of-the--Guidelines-f_2023_Procedi263
A-probabilistic-study-on-impedances-and-kinematic-respon_2023_Procedia-Struc271
A-proposal-for-evaluation-of-seismic-vulnerability-of-comp_2023_Procedia-Str279
A-regional-model-for-classifying--managing--evaluating--an_2023_Procedia-Str287
A-risk-based-definition-of-the-confidence-factor-for-th_2023_Procedia-Struct295
Artificial-Intelligence-tools-to-predict-the-level-of_2023_Procedia-Structur303
A-simple-but-effective-capacity-model-for-check-and-des_2023_Procedia-Struct311
A-simplified-procedure-to-assess-uncertainties-in-the-esti_2023_Procedia-Str319
Assessment-of-the-effect-of-seismic-sequences-on-stee_2023_Procedia-Structur327
Assessment-of-the-FRCM-in-plane-behavior-in-masonry_2023_Procedia-Structural335
A-sub-assembly-based-technique-for-calibration-of-numeric_2023_Procedia-Stru343
Automated-Mapping-of-the-roof-damage-in-historic-buildi_2023_Procedia-Struct351
Automatic-identification-of-residential-building-featu_2023_Procedia-Structu359
A-WebGIS-platform-for-managing-the-seismic-risk-at-regio_2023_Procedia-Struc367
A-web-platform-for-management-and-analysis-of-ex_2023_Procedia-Structural-In375
Beam-column-joint-nomogram--A-simple-and-fast-to-use-to_2023_Procedia-Struct383
Best-Matching-Scenario-Earthquake--an-alternative-par_2023_Procedia-Structur390
BOND-BEHAVIOUR-OF-EXTERNALLY-BONDED-BALSALT-FRCM-SY_2023_Procedia-Structural398
Bridges-seismically-isolated-by-DCFP-devices--a-study-on-h_2023_Procedia-Str406
Building-typological-classification-in-Switzerland-usin_2023_Procedia-Struct414
Capacitive-accelerometers-at-low-frequency-for-inf_2023_Procedia-Structural-422
Case-study-of-structural-reinforcement-of-a-maso_2023_Procedia-Structural-In430
Clustering-of-empirical-damage-data-for-the-vulnerabilit_2023_Procedia-Struc438
Collapse-mechanisms-of-churches--typical-recurrence-rates-_2023_Procedia-Str446
Comparative-analysis-of-code-compliant-seismic-assessment-me_2023_Procedia-S454
Comparative-seismic-performance-of-a-moment-frame-equippe_2023_Procedia-Stru462
Comparison-of-refined-and-code-compliant-modelling-strate_2023_Procedia-Stru470
Comparison-of-the-effects-of-traditional-and-innovative-tie-_2023_Procedia-S478
Complex-monumental-buildings--Definition-of-complexit_2023_Procedia-Structur486
Composite-Reinforced-Mortar--CRM--and-Fiber-Reinforced-Ce_2023_Procedia-Stru494
Compressive-Strength-of-Masonry-Confined-by-FRCM-System_2023_Procedia-Struct502
Conceptual-design-of-anti-seismic-devices-with-met_2023_Procedia-Structural-510
Confinement-of-masonry-columns-through-SRG--experimen_2023_Procedia-Structur518
Correlation-of-local-and-global-structural-damag_2023_Procedia-Structural-In526
Critical-discussion-of-DC2-design-rules-for-MR-Frames-_2023_Procedia-Structu534
Critical-issues-in-safety-assessment-of-existing-reinfor_2023_Procedia-Struc542
CRM-reinforced-brick-masonry-walls--Experimental-and-_2023_Procedia-Structur550
Cyclic-model-of-post-tensioned-low-damage-timber-wal_2023_Procedia-Structura558
Cyclic-shear-compression-tests-on-CRM-reinforced-b_2023_Procedia-Structural-565
Cyclic-shear-compression-tests-on-two-stone-masonry-p_2023_Procedia-Structur573
Damage-identification-after-seismic-events-throug_2023_Procedia-Structural-I581
Derivation-of-rotations-in-soil-motion-from-array-meas_2023_Procedia-Structu589
Design-and-analysis-of-dissipative-seismic-resistant-hea_2023_Procedia-Struc597
Design-and-experimental-assessment-of-a-novel-damper-_2023_Procedia-Structur603
Design-spectra-to-be-used-in-Base-Isolation-Design-in-_2023_Procedia-Structu610
Design-tool-for-gypsum-sheathed-cold-formed-steel-p_2023_Procedia-Structural618
DETECT-AGING-blind-prediction-contest--a-benchmark-for-_2023_Procedia-Struct626
Development-and-rapid-visual-screening-analysis-of-an-Ital_2023_Procedia-Str634
Dynamical-assessment-of-the-performance-factor--Q--for-t_2023_Procedia-Struc642
Dynamic-behavior-of-structural-beams-made-of-innov_2023_Procedia-Structural-650
Dynamic-identification-of-an-elevated-water-tank-thr_2023_Procedia-Structura658
Dynamic-identification-of-a-strategic-building-of-the_2023_Procedia-Structur664
Dynamic-identification-of-the-tabernacle-of-the-church_2023_Procedia-Structu672
Effectiveness-of-Flax-TRM-composites-under-tr_2023_Procedia-Structural-Integ680
Effectiveness-of-seismic-mitigation-strategies-for-th_2023_Procedia-Structur688
Effectiveness-of-traditional-strengthening-measures-on-histo_2023_Procedia-S696
Effect-of-ground-motion-sequences-on-a-unreinforced-mas_2023_Procedia-Struct704
Effect-of-the-backfill-material-in-the-seismic-response-_2023_Procedia-Struc712
Effect-of-the-vertical-component-of-ground-motion-on_2023_Procedia-Structura720
Effects-of-earthquakes-with-different-nature-on-the-s_2023_Procedia-Structur727
Efficacy-Assessment-of-Timber-Based-In-Plane-Strengthening-_2023_Procedia-St735
Empirical-fragility-curves-for-macro-elements-and-single-m_2023_Procedia-Str743
Empirical-fragility-curves-for-masonry-buildings-struc_2023_Procedia-Structu751
Empirically-based-approaches-for-the-derivation-of-frag_2023_Procedia-Struct759
Empirical-modelling-of-the-cyclic-response-of-reinforc_2023_Procedia-Structu767
Empirical-seismic-vulnerability-of-Italian-URM-churches-_2023_Procedia-Struc775
Enhancing-Natural-Hazard-Exposure-Modeling-Using-Natural-_2023_Procedia-Stru783
Evaluation-of-mechanical-characteristics-of-steel-bars-_2023_Procedia-Struct791
Evaluation-of-the-additional-shear-demand-due-to-frame_2023_Procedia-Structu799
Evolution-of-the-approach-to-seismic-retrofitting-of-exis_2023_Procedia-Stru807
Exceedance-of-design-seismic-actions-during-the-2016-2017-_2023_Procedia-Str815
Expected-losses-vs-earthquake-magnitude-curves--for-sei_2023_Procedia-Struct823
Experimental-Analysis-of-the-Effectiveness-of-Pre-Stressed_2023_Procedia-Str831
Experimental-and-numerical-assessment-of-a-steel-frame-e_2023_Procedia-Struc839
Experimental-and-numerical-evaluation-of-the-out-of-plane-b_2023_Procedia-St847
Experimental-characterization-of-friction-properties-of-mat_2023_Procedia-St855
Experimental-characterization-of-the-mechanical-behav_2023_Procedia-Structur863
Experimental-investigation-of-FRCM-under-shear_2023_Procedia-Structural-Inte871
Experimental-investigation-on-tensile-and-shear-bond-behav_2023_Procedia-Str879
Experimental-investigation-on-the-lateral-performance-o_2023_Procedia-Struct887
Experimental-study-on-the-in-plane-response-of-cast-in-sit_2023_Procedia-Str895
Experimental-tests-for-seismic-assessment-of-ven_2023_Procedia-Structural-In903
Experimental-validation-of-dissipative-reduced-section-thi_2023_Procedia-Str911
Experimental-Validation-of-Fast-Design-Rules-for-Curved-S_2023_Procedia-Stru919
Experimental-validation-of-plastic-ovalization-strategy-_2023_Procedia-Struc927
FEM-Analysis-of-Steel-Eccentric-Braces-for-Seism_2023_Procedia-Structural-In935
Fibre-reinforced-mortars-for-the-out-of-plane-stren_2023_Procedia-Structural943
First-hypothesis-for-Optimized-Monitoring-Strategy-thro_2023_Procedia-Struct951
Fracturing-and-collapse-behavior-of-masonry-vaulted-st_2023_Procedia-Structu959
Fragility-curves-for-reinforced-concrete-frames-chara_2023_Procedia-Structur967
Fragility-curves-for-residential-unreinforced-masonry-buil_2023_Procedia-Str975
Fragility-curves-of-a-gravity-load-designed-r-c--hos_2023_Procedia-Structura983
Fragility-models-for-RC-frames-with-masonry-infills-and_2023_Procedia-Struct991
FRCM-retrofitting-techniques-for-masonry-walls--a-lite_2023_Procedia-Structu999
FRP-grouted-anchors-contribution-to-the-masonry-walls-OO_2023_Procedia-Struc1007
Full-scale-experimental-tests-on-unbonded-fiber-reinforc_2023_Procedia-Struc1015
Gaussian-process-regression-based-surrogate-modelling-for_2023_Procedia-Stru1023
Global-modeling-strategies-for-masonry-buildings-with-_2023_Procedia-Structu1031
Ground-Motion-Analysis-Toolbox-and-Seismic-Scenarios-Toolbo_2023_Procedia-St1039
-Guidelines-for-the-classification-and-management-of-risk--for-_2023_Proced11047
-Guidelines-for-the-classification-and-management-of-risk--for-_2023_Procedi1055
Hybrid-strategy-for-the-seismic-retrofitting-of-existi_2023_Procedia-Structu1063
Impact-of-the-model-error-on-the-neural-network-ba_2023_Procedia-Structural-1071
Improvement-of-the-seismic-response-of-frame-structures-t_2023_Procedia-Stru1079
Improving-building-inventory-with-a-machine-learning-a_2023_Procedia-Structu1087
Influence-of-bond-slip-on-numerical-fragility-curve_2023_Procedia-Structural1095
Influence-of-displacement-rate-in-the-tensile-testing-of-_2023_Procedia-Stru1103
Influence-of-spatially-heterogeneous-deterioration-pattern_2023_Procedia-Str1111
Influence-of-structural-geometric-features-on-seismic-vul_2023_Procedia-Stru1119
Influence-of-the-Pier-abutment-deck-interaction-on-the-_2023_Procedia-Struct1127
Innovative-connections-for-steel-concrete-trussed-b_2023_Procedia-Structural1135
Innovative-Method-for-Masonry-Columns-Confin_2023_Procedia-Structural-Integr1143
In-plane-seismic-performance-of-an-innovative-steel-mo_2023_Procedia-Structu1151
In-situ-test-and-model-updating-of-an-RC-tied-a_2023_Procedia-Structural-Int1159
Integrated-BIM-SHM-techniques-for-the-assessment-_2023_Procedia-Structural-I1167
Intrados-CFRCM-strengthening-of-masonry-arc_2023_Procedia-Structural-Integri1175
Investigating-the-effectiveness-of-a-CRM-system--full-sca_2023_Procedia-Stru1183
Investigation-of-a-butterfly-arch-stress-ribbon-pedestrian-b_2023_Procedia-S1191
Investigation-of-architectural-typological-parameters-influ_2023_Procedia-St1199
Iso-performance-retrofit-solutions-adopting-a-Life-_2023_Procedia-Structural1207
Italian-National-Seismic-Prevention-Plan--cost-analy_2023_Procedia-Structura1215
Kinematic-analysis-of-historic-chimney-stacks--the-_2023_Procedia-Structural1223
Knowledge-and-Digitalization--a-way-to-improve-safety_2023_Procedia-Structur1231
Loss-Assessment-of-Non-Ductile-RC-Buildings-Accountin_2023_Procedia-Structur1239
Loss-Driven-Rapid-Warning-Methodology-for-Seismic-Risk-_2023_Procedia-Struct1247
Machine-Learning-based-Seismic-Fragility-Curves-f_2023_Procedia-Structural-I1255
Machine-learning-enhanced-variable-angle-truss-model-to-p_2023_Procedia-Stru1263
Macro-vs-Micro-Limit-Analysis-models-for-the-seismic-asse_2023_Procedia-Stru1271
Material-characterisation-for-the-numerical-modelling-o_2023_Procedia-Struct1279
Modal-characterization-and-NDTs-of-a-historical-_2023_Procedia-Structural-In1287
Modeling-criteria-for-the-seismic-assessment-of-exi_2023_Procedia-Structural1295
Modelling-of-exterior-RC-beam-column-joints-for-the-_2023_Procedia-Structura1303
Monitoring-of-stress-distribution-in-damaged-small-scal_2023_Procedia-Struct1311
nnnMETA-FORMA--an-automated-procedure-for-urban-scale-se_2023_Procedia-Struc1319
Non-Linear-Analysis-of-URM-Structures-through-a-Mult_2023_Procedia-Structura1327
Nonlinear-seismic-analysis-of-RC-framed-structures-wit_2023_Procedia-Structu1335
Nonlinear-static-analyses-to-improve-the-seismic-damage-ass_2023_Procedia-St1343
Nonlinear-time-history-seismic-analysis-of-inelastic-3_2023_Procedia-Structu1351
NSE-seismic-demand-characterization--the-case-of-a-S_2023_Procedia-Structura1359
Numerical-evaluation-of-period-elongation-for-the-assessm_2023_Procedia-Stru1367
Numerical-investigation-on-the-seismic-performance-of-a-RC_2023_Procedia-Str1375
Numerical-simulation-of-a-timber-retrofit-solution-fo_2023_Procedia-Structur1383
Observational-loss-database-of-typological-precast-RC-b_2023_Procedia-Struct1391
Observed-damage-and-empirical-predictive-model-of-the-s_2023_Procedia-Struct1399
On-the-seismic-response-of-rack-structures-affec_2023_Procedia-Structural-In1407
On-the-Use-of-Satellite-Based-Interferometry-for-Struc_2023_Procedia-Structu1415
On-the-vulnerability-features-of-historical-masonry_2023_Procedia-Structural1423
Open-issues-on-non-linear-modelling-for-seismic-asses_2023_Procedia-Structur1431
Operating-instructions-to-the-guidelines-for-risk-classific_2023_Procedia-St1439
Operational-critical-issues-filling-in-the-Italian-form-f_2023_Procedia-Stru1447
Post-earthquake-continuous-dynamic-monitoring-of-the-twin-_2023_Procedia-Str1455
Post-earthquake-reconstruction-of-residential-buildings-i_2023_Procedia-Stru1463
Practical-procedure-to-assess-the-expected-consequen_2023_Procedia-Structura1471
Preliminary-analyses-of-an-innovative-solution-for-reduc_2023_Procedia-Struc1479
Preliminary-considerations-on-coupled-pin-supported-wall_2023_Procedia-Struc1485
Preliminary-considerations-on-the-selective-weakening-_2023_Procedia-Structu1493
Preliminary-proposal-of-a-probabilistic-framework-for-th_2023_Procedia-Struc1501
Preliminary-results-from-push-and-release-tests-of-a-b_2023_Procedia-Structu1509
Preliminary-results-in-the-automated-detection-of-operatio_2023_Procedia-Str1517
Preliminary-study-of-a-seismic-resilient-steel-pilot-bu_2023_Procedia-Struct1525
Preliminary-validation-of-an-innovative-stress-sensor-fo_2023_Procedia-Struc1533
Proposal-of-a-simple-expression-for-predicting-the-ho_2023_Procedia-Structur1541
Pull-out-tests-on-injected-steel-anchors-in-a-mas_2023_Procedia-Structural-I1549
Pushover-analysis-of-rocking-fa-ades-in-masonry-churches--t_2023_Procedia-St1557
Push--o-ver--a-pushover-test-program-on-an-existing_2023_Procedia-Structural1565
Push--o-ver--in-situ-pushover-tests-on-as-built-and-st_2023_Procedia-Structu1573
Push--o-ver--numerical-simulation-of-the-Castel-di-Lama-_2023_Procedia-Struc1581
RC-Beam-Column-joints--discussion-of-the-provisions-i_2023_Procedia-Structur1589
Reconstruction-process-after-2009-Abruzzo-earthquake-outsi_2023_Procedia-Str1597
Reflections-on-the-necessity-or-not-of-interventions-f_2023_Procedia-Structu1605
Reliability-Analysis-of-Stochastic-System-using-Stochasti_2023_Procedia-Stru1610
Robustness-evaluation-of-a-steel-bridge-in-the-dist_2023_Procedia-Structural1618
Satellite-interferometric-data-for-seismic-damag_2023_Procedia-Structural-In1626
Scores--an-algorithm-for-records-selection-to-employ-i_2023_Procedia-Structu1634
Securing-the-church-of-Madonna-del-Sole-during-the-emergency-_2023_Procedia-1642
Seismic-analysis-and-fragility-estimate-of-a-mixed-m_2023_Procedia-Structura1650
Seismic-analysis-of-medical-equipment-in-Ospedale-Mauri_2023_Procedia-Struct1658
Seismic-assessment-of-masonry-vaults-by-means-of-an-ad_2023_Procedia-Structu1666
Seismic-Assessment-of-Typical-Historical-Masonry-Churc_2023_Procedia-Structu1674
Seismic-behavior-and-nonlinear-analysis-of-Hybrid-_2023_Procedia-Structural-1682
Seismic-behaviour-of-steel-modular-buildings--numerical-_2023_Procedia-Struc1690
Seismic-behaviour-of-steel-Moment-Resisting-Frames-wit_2023_Procedia-Structu1698
Seismic-damage-and-loss-evaluation-in-precast-industria_2023_Procedia-Struct1706
Seismic-enhancement-of-masonry-arches-by-means-of-f_2023_Procedia-Structural1714
Seismic-fragility-assessment-of-Balvano--Potenza--Ital_2023_Procedia-Structu1722
Seismic-fragility-modelling-of-unreinforced-masonry-_2023_Procedia-Structura1730
Seismic-in-plane-displacement-capacity-of-masonry-barr_2023_Procedia-Structu1738
Seismic-performance-of-a-reinforced-concrete-building-re_2023_Procedia-Struc1746
Seismic-Performance-of-Double-Depth-Automated-Steel-Rac_2023_Procedia-Struct1754
Seismic-performance-of-multi-storey-steel-frames-w_2023_Procedia-Structural-1762
Seismic-performance-of-self-centering-hybrid-coupled-_2023_Procedia-Structur1770
Seismic-reliability-analysis-of-a-r-c--arch-b_2023_Procedia-Structural-Integ1777
Seismic-reliability-analysis-of-isolated-deck-bridges_2023_Procedia-Structur1785
Seismic-reliability-of-RC-frames-casted-with-EA_2023_Procedia-Structural-Int1793
Seismic-retrofit-of-an-existing-important-building-of_2023_Procedia-Structur1801
Seismic-retrofit-of-a-RC-building-using-metallic-yie_2023_Procedia-Structura1809
Seismic-retrofit-of-reinforced-concrete-frames-by-d_2023_Procedia-Structural1817
Seismic-retrofitting-strategies-for-pre-70-RC-buildings_2023_Procedia-Struct1825
Seismic-risk-analysis-on-masonry-buildings-damaged-by-_2023_Procedia-Structu1833
Seismic-risk-assessment-in-transboundary-areas--the-cas_2023_Procedia-Struct1841
Seismic-risk-assessment-of-a-new-RC-framed-skin-technolog_2023_Procedia-Stru1849
Seismic-risk-assessment--the-case-study-of-Barberin_2023_Procedia-Structural1857
Seismic-risk-maps-for-the-seismic-risk-managemen_2023_Procedia-Structural-In1865
Seismic-upgrading-of-RC-structures-through-an-optimiza_2023_Procedia-Structu1873
Seismic-vulnerability-analysis-and-structural-rehabil_2023_Procedia-Structur1881
Seismic-vulnerability-assessment-and-retrofitting-des_2023_Procedia-Structur1889
Seismic-vulnerability-assessment-of-RC-buildings-at-co_2023_Procedia-Structu1896
Seismic-vulnerability-assessment-of-reinforced-concrete_2023_Procedia-Struct1904
Seismic-vulnerability-of-fixed-base-and-base-isolated-hos_2023_Procedia-Stru1912
Seismic-vulnerability-of-gravity-load-design-r-c--bui_2023_Procedia-Structur1920
Settlement-of-masonry-barrel-vaults--an-experiment_2023_Procedia-Structural-1928
Shake-table-testing-of-a-low-impact-technology-for-th_2023_Procedia-Structur1936
Shear-devices-coupling-exoskeleton-and-existing-RC-bu_2023_Procedia-Structur1944
SHM-of-historical-buildings--The-case-study-of-Santa-M_2023_Procedia-Structu1952
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