| Cover | 1 |
| Preface | 3 |
| 3D-numerical-characterization-of-a-dissipative-connectio_2023_Procedia-Struc | 5 |
| A-Bayesian-based-data-fusion-methodology-and-its-applicati_2023_Procedia-Str | 13 |
| A-CAT-bond-based-coverage-scheme-proposal-for_2023_Procedia-Structural-Integ | 21 |
| Adaptive-knowledge-based-seismic-risk-assessment-of-exis_2023_Procedia-Struc | 29 |
| A-dynamically-validated-model-verified-by-drone-photos_2023_Procedia-Structu | 37 |
| A-machine-learning-framework-to-estimate-a-simple-seismi_2023_Procedia-Struc | 45 |
| A-macro-element-approach-for-the-seismic-analysis-o_2023_Procedia-Structural | 53 |
| Ambient-Vibration-Testing-and-model-updating-of-the-bell-_2023_Procedia-Stru | 59 |
| A-Methodology-for-Extracting-the-Physical-Parameters-of_2023_Procedia-Struct | 67 |
| 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-Struct | 83 |
| Analytical-fragility-curves-proposal-for-Tuscan-mas_2023_Procedia-Structural | 91 |
| Analytical-prediction-of-the-seismic-resistance-of-masonr_2023_Procedia-Stru | 99 |
| An-efficient-elastoplastic-model-for-the-analysis-of_2023_Procedia-Structura | 107 |
| An-enhanced-system-for-the-combined-seismic-and-energ_2023_Procedia-Structur | 113 |
| A-new-genetic-algorithm-framework-based-on-Expected-Annual_2023_Procedia-Str | 121 |
| A-new-tailored-developed-software-for-the-risk-classific_2023_Procedia-Struc | 129 |
| An-experimental-study-on-smart-earth-samples-for-s_2023_Procedia-Structural- | 137 |
| An-Innovative-Active-Control-System-for-The-Seismic-Ret_2023_Procedia-Struct | 145 |
| An-innovative-ductile-bracing-system-easily-repaira_2023_Procedia-Structural | 153 |
| An-innovative-framework-for-risk-assessment-of-non-str_2023_Procedia-Structu | 161 |
| An-innovative-measure-architecture-to-monitor-civ_2023_Procedia-Structural-I | 169 |
| An-integrated-approach-for-the-investigation-of-the-seismi_2023_Procedia-Str | 177 |
| An-Integrated-Risk-Management-System-for-Road-Infrastruc_2023_Procedia-Struc | 183 |
| 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-Structu | 199 |
| A-novel-genetic-algorithm-based-optimization-framework-for-_2023_Procedia-St | 207 |
| A-physical-model-for-dynamic-analysis-of-structures-equ_2023_Procedia-Struct | 215 |
| Application-of-CLT-prefabricated-exoskeleton-for-an-integr_2023_Procedia-Str | 223 |
| Application-of--Linee-Guida-per-la-classificazione-e-gestione_2023_Procedia- | 231 |
| Application-of-Multi-Temporal-InSAR--MT-InSAR--for-struct_2023_Procedia-Stru | 239 |
| Application-of-timber-based-techniques-for-seismic-retrofi_2023_Procedia-Str | 247 |
| Application-of-unsupervised-learning-for-post-earthqua_2023_Procedia-Structu | 255 |
| Application-to-the-territorial-authorities-of-the--Guidelines-f_2023_Procedi | 263 |
| A-probabilistic-study-on-impedances-and-kinematic-respon_2023_Procedia-Struc | 271 |
| A-proposal-for-evaluation-of-seismic-vulnerability-of-comp_2023_Procedia-Str | 279 |
| A-regional-model-for-classifying--managing--evaluating--an_2023_Procedia-Str | 287 |
| A-risk-based-definition-of-the-confidence-factor-for-th_2023_Procedia-Struct | 295 |
| Artificial-Intelligence-tools-to-predict-the-level-of_2023_Procedia-Structur | 303 |
| A-simple-but-effective-capacity-model-for-check-and-des_2023_Procedia-Struct | 311 |
| A-simplified-procedure-to-assess-uncertainties-in-the-esti_2023_Procedia-Str | 319 |
| Assessment-of-the-effect-of-seismic-sequences-on-stee_2023_Procedia-Structur | 327 |
| Assessment-of-the-FRCM-in-plane-behavior-in-masonry_2023_Procedia-Structural | 335 |
| A-sub-assembly-based-technique-for-calibration-of-numeric_2023_Procedia-Stru | 343 |
| Automated-Mapping-of-the-roof-damage-in-historic-buildi_2023_Procedia-Struct | 351 |
| Automatic-identification-of-residential-building-featu_2023_Procedia-Structu | 359 |
| A-WebGIS-platform-for-managing-the-seismic-risk-at-regio_2023_Procedia-Struc | 367 |
| A-web-platform-for-management-and-analysis-of-ex_2023_Procedia-Structural-In | 375 |
| Beam-column-joint-nomogram--A-simple-and-fast-to-use-to_2023_Procedia-Struct | 383 |
| Best-Matching-Scenario-Earthquake--an-alternative-par_2023_Procedia-Structur | 390 |
| BOND-BEHAVIOUR-OF-EXTERNALLY-BONDED-BALSALT-FRCM-SY_2023_Procedia-Structural | 398 |
| Bridges-seismically-isolated-by-DCFP-devices--a-study-on-h_2023_Procedia-Str | 406 |
| Building-typological-classification-in-Switzerland-usin_2023_Procedia-Struct | 414 |
| Capacitive-accelerometers-at-low-frequency-for-inf_2023_Procedia-Structural- | 422 |
| Case-study-of-structural-reinforcement-of-a-maso_2023_Procedia-Structural-In | 430 |
| Clustering-of-empirical-damage-data-for-the-vulnerabilit_2023_Procedia-Struc | 438 |
| Collapse-mechanisms-of-churches--typical-recurrence-rates-_2023_Procedia-Str | 446 |
| Comparative-analysis-of-code-compliant-seismic-assessment-me_2023_Procedia-S | 454 |
| Comparative-seismic-performance-of-a-moment-frame-equippe_2023_Procedia-Stru | 462 |
| Comparison-of-refined-and-code-compliant-modelling-strate_2023_Procedia-Stru | 470 |
| Comparison-of-the-effects-of-traditional-and-innovative-tie-_2023_Procedia-S | 478 |
| Complex-monumental-buildings--Definition-of-complexit_2023_Procedia-Structur | 486 |
| Composite-Reinforced-Mortar--CRM--and-Fiber-Reinforced-Ce_2023_Procedia-Stru | 494 |
| Compressive-Strength-of-Masonry-Confined-by-FRCM-System_2023_Procedia-Struct | 502 |
| Conceptual-design-of-anti-seismic-devices-with-met_2023_Procedia-Structural- | 510 |
| Confinement-of-masonry-columns-through-SRG--experimen_2023_Procedia-Structur | 518 |
| Correlation-of-local-and-global-structural-damag_2023_Procedia-Structural-In | 526 |
| Critical-discussion-of-DC2-design-rules-for-MR-Frames-_2023_Procedia-Structu | 534 |
| Critical-issues-in-safety-assessment-of-existing-reinfor_2023_Procedia-Struc | 542 |
| CRM-reinforced-brick-masonry-walls--Experimental-and-_2023_Procedia-Structur | 550 |
| Cyclic-model-of-post-tensioned-low-damage-timber-wal_2023_Procedia-Structura | 558 |
| Cyclic-shear-compression-tests-on-CRM-reinforced-b_2023_Procedia-Structural- | 565 |
| Cyclic-shear-compression-tests-on-two-stone-masonry-p_2023_Procedia-Structur | 573 |
| Damage-identification-after-seismic-events-throug_2023_Procedia-Structural-I | 581 |
| Derivation-of-rotations-in-soil-motion-from-array-meas_2023_Procedia-Structu | 589 |
| Design-and-analysis-of-dissipative-seismic-resistant-hea_2023_Procedia-Struc | 597 |
| Design-and-experimental-assessment-of-a-novel-damper-_2023_Procedia-Structur | 603 |
| Design-spectra-to-be-used-in-Base-Isolation-Design-in-_2023_Procedia-Structu | 610 |
| Design-tool-for-gypsum-sheathed-cold-formed-steel-p_2023_Procedia-Structural | 618 |
| DETECT-AGING-blind-prediction-contest--a-benchmark-for-_2023_Procedia-Struct | 626 |
| Development-and-rapid-visual-screening-analysis-of-an-Ital_2023_Procedia-Str | 634 |
| Dynamical-assessment-of-the-performance-factor--Q--for-t_2023_Procedia-Struc | 642 |
| Dynamic-behavior-of-structural-beams-made-of-innov_2023_Procedia-Structural- | 650 |
| Dynamic-identification-of-an-elevated-water-tank-thr_2023_Procedia-Structura | 658 |
| Dynamic-identification-of-a-strategic-building-of-the_2023_Procedia-Structur | 664 |
| Dynamic-identification-of-the-tabernacle-of-the-church_2023_Procedia-Structu | 672 |
| Effectiveness-of-Flax-TRM-composites-under-tr_2023_Procedia-Structural-Integ | 680 |
| Effectiveness-of-seismic-mitigation-strategies-for-th_2023_Procedia-Structur | 688 |
| Effectiveness-of-traditional-strengthening-measures-on-histo_2023_Procedia-S | 696 |
| Effect-of-ground-motion-sequences-on-a-unreinforced-mas_2023_Procedia-Struct | 704 |
| Effect-of-the-backfill-material-in-the-seismic-response-_2023_Procedia-Struc | 712 |
| Effect-of-the-vertical-component-of-ground-motion-on_2023_Procedia-Structura | 720 |
| Effects-of-earthquakes-with-different-nature-on-the-s_2023_Procedia-Structur | 727 |
| Efficacy-Assessment-of-Timber-Based-In-Plane-Strengthening-_2023_Procedia-St | 735 |
| Empirical-fragility-curves-for-macro-elements-and-single-m_2023_Procedia-Str | 743 |
| Empirical-fragility-curves-for-masonry-buildings-struc_2023_Procedia-Structu | 751 |
| Empirically-based-approaches-for-the-derivation-of-frag_2023_Procedia-Struct | 759 |
| Empirical-modelling-of-the-cyclic-response-of-reinforc_2023_Procedia-Structu | 767 |
| Empirical-seismic-vulnerability-of-Italian-URM-churches-_2023_Procedia-Struc | 775 |
| Enhancing-Natural-Hazard-Exposure-Modeling-Using-Natural-_2023_Procedia-Stru | 783 |
| Evaluation-of-mechanical-characteristics-of-steel-bars-_2023_Procedia-Struct | 791 |
| Evaluation-of-the-additional-shear-demand-due-to-frame_2023_Procedia-Structu | 799 |
| Evolution-of-the-approach-to-seismic-retrofitting-of-exis_2023_Procedia-Stru | 807 |
| Exceedance-of-design-seismic-actions-during-the-2016-2017-_2023_Procedia-Str | 815 |
| Expected-losses-vs-earthquake-magnitude-curves--for-sei_2023_Procedia-Struct | 823 |
| Experimental-Analysis-of-the-Effectiveness-of-Pre-Stressed_2023_Procedia-Str | 831 |
| Experimental-and-numerical-assessment-of-a-steel-frame-e_2023_Procedia-Struc | 839 |
| Experimental-and-numerical-evaluation-of-the-out-of-plane-b_2023_Procedia-St | 847 |
| Experimental-characterization-of-friction-properties-of-mat_2023_Procedia-St | 855 |
| Experimental-characterization-of-the-mechanical-behav_2023_Procedia-Structur | 863 |
| Experimental-investigation-of-FRCM-under-shear_2023_Procedia-Structural-Inte | 871 |
| Experimental-investigation-on-tensile-and-shear-bond-behav_2023_Procedia-Str | 879 |
| Experimental-investigation-on-the-lateral-performance-o_2023_Procedia-Struct | 887 |
| Experimental-study-on-the-in-plane-response-of-cast-in-sit_2023_Procedia-Str | 895 |
| Experimental-tests-for-seismic-assessment-of-ven_2023_Procedia-Structural-In | 903 |
| Experimental-validation-of-dissipative-reduced-section-thi_2023_Procedia-Str | 911 |
| Experimental-Validation-of-Fast-Design-Rules-for-Curved-S_2023_Procedia-Stru | 919 |
| Experimental-validation-of-plastic-ovalization-strategy-_2023_Procedia-Struc | 927 |
| FEM-Analysis-of-Steel-Eccentric-Braces-for-Seism_2023_Procedia-Structural-In | 935 |
| Fibre-reinforced-mortars-for-the-out-of-plane-stren_2023_Procedia-Structural | 943 |
| First-hypothesis-for-Optimized-Monitoring-Strategy-thro_2023_Procedia-Struct | 951 |
| Fracturing-and-collapse-behavior-of-masonry-vaulted-st_2023_Procedia-Structu | 959 |
| Fragility-curves-for-reinforced-concrete-frames-chara_2023_Procedia-Structur | 967 |
| Fragility-curves-for-residential-unreinforced-masonry-buil_2023_Procedia-Str | 975 |
| Fragility-curves-of-a-gravity-load-designed-r-c--hos_2023_Procedia-Structura | 983 |
| Fragility-models-for-RC-frames-with-masonry-infills-and_2023_Procedia-Struct | 991 |
| FRCM-retrofitting-techniques-for-masonry-walls--a-lite_2023_Procedia-Structu | 999 |
| FRP-grouted-anchors-contribution-to-the-masonry-walls-OO_2023_Procedia-Struc | 1007 |
| Full-scale-experimental-tests-on-unbonded-fiber-reinforc_2023_Procedia-Struc | 1015 |
| Gaussian-process-regression-based-surrogate-modelling-for_2023_Procedia-Stru | 1023 |
| Global-modeling-strategies-for-masonry-buildings-with-_2023_Procedia-Structu | 1031 |
| Ground-Motion-Analysis-Toolbox-and-Seismic-Scenarios-Toolbo_2023_Procedia-St | 1039 |
| -Guidelines-for-the-classification-and-management-of-risk--for-_2023_Proced1 | 1047 |
| -Guidelines-for-the-classification-and-management-of-risk--for-_2023_Procedi | 1055 |
| Hybrid-strategy-for-the-seismic-retrofitting-of-existi_2023_Procedia-Structu | 1063 |
| 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-Stru | 1079 |
| Improving-building-inventory-with-a-machine-learning-a_2023_Procedia-Structu | 1087 |
| Influence-of-bond-slip-on-numerical-fragility-curve_2023_Procedia-Structural | 1095 |
| Influence-of-displacement-rate-in-the-tensile-testing-of-_2023_Procedia-Stru | 1103 |
| Influence-of-spatially-heterogeneous-deterioration-pattern_2023_Procedia-Str | 1111 |
| Influence-of-structural-geometric-features-on-seismic-vul_2023_Procedia-Stru | 1119 |
| Influence-of-the-Pier-abutment-deck-interaction-on-the-_2023_Procedia-Struct | 1127 |
| Innovative-connections-for-steel-concrete-trussed-b_2023_Procedia-Structural | 1135 |
| Innovative-Method-for-Masonry-Columns-Confin_2023_Procedia-Structural-Integr | 1143 |
| In-plane-seismic-performance-of-an-innovative-steel-mo_2023_Procedia-Structu | 1151 |
| In-situ-test-and-model-updating-of-an-RC-tied-a_2023_Procedia-Structural-Int | 1159 |
| Integrated-BIM-SHM-techniques-for-the-assessment-_2023_Procedia-Structural-I | 1167 |
| Intrados-CFRCM-strengthening-of-masonry-arc_2023_Procedia-Structural-Integri | 1175 |
| Investigating-the-effectiveness-of-a-CRM-system--full-sca_2023_Procedia-Stru | 1183 |
| Investigation-of-a-butterfly-arch-stress-ribbon-pedestrian-b_2023_Procedia-S | 1191 |
| Investigation-of-architectural-typological-parameters-influ_2023_Procedia-St | 1199 |
| Iso-performance-retrofit-solutions-adopting-a-Life-_2023_Procedia-Structural | 1207 |
| Italian-National-Seismic-Prevention-Plan--cost-analy_2023_Procedia-Structura | 1215 |
| Kinematic-analysis-of-historic-chimney-stacks--the-_2023_Procedia-Structural | 1223 |
| Knowledge-and-Digitalization--a-way-to-improve-safety_2023_Procedia-Structur | 1231 |
| Loss-Assessment-of-Non-Ductile-RC-Buildings-Accountin_2023_Procedia-Structur | 1239 |
| Loss-Driven-Rapid-Warning-Methodology-for-Seismic-Risk-_2023_Procedia-Struct | 1247 |
| Machine-Learning-based-Seismic-Fragility-Curves-f_2023_Procedia-Structural-I | 1255 |
| Machine-learning-enhanced-variable-angle-truss-model-to-p_2023_Procedia-Stru | 1263 |
| Macro-vs-Micro-Limit-Analysis-models-for-the-seismic-asse_2023_Procedia-Stru | 1271 |
| Material-characterisation-for-the-numerical-modelling-o_2023_Procedia-Struct | 1279 |
| Modal-characterization-and-NDTs-of-a-historical-_2023_Procedia-Structural-In | 1287 |
| Modeling-criteria-for-the-seismic-assessment-of-exi_2023_Procedia-Structural | 1295 |
| Modelling-of-exterior-RC-beam-column-joints-for-the-_2023_Procedia-Structura | 1303 |
| Monitoring-of-stress-distribution-in-damaged-small-scal_2023_Procedia-Struct | 1311 |
| nnnMETA-FORMA--an-automated-procedure-for-urban-scale-se_2023_Procedia-Struc | 1319 |
| Non-Linear-Analysis-of-URM-Structures-through-a-Mult_2023_Procedia-Structura | 1327 |
| Nonlinear-seismic-analysis-of-RC-framed-structures-wit_2023_Procedia-Structu | 1335 |
| Nonlinear-static-analyses-to-improve-the-seismic-damage-ass_2023_Procedia-St | 1343 |
| Nonlinear-time-history-seismic-analysis-of-inelastic-3_2023_Procedia-Structu | 1351 |
| NSE-seismic-demand-characterization--the-case-of-a-S_2023_Procedia-Structura | 1359 |
| Numerical-evaluation-of-period-elongation-for-the-assessm_2023_Procedia-Stru | 1367 |
| Numerical-investigation-on-the-seismic-performance-of-a-RC_2023_Procedia-Str | 1375 |
| Numerical-simulation-of-a-timber-retrofit-solution-fo_2023_Procedia-Structur | 1383 |
| Observational-loss-database-of-typological-precast-RC-b_2023_Procedia-Struct | 1391 |
| Observed-damage-and-empirical-predictive-model-of-the-s_2023_Procedia-Struct | 1399 |
| On-the-seismic-response-of-rack-structures-affec_2023_Procedia-Structural-In | 1407 |
| On-the-Use-of-Satellite-Based-Interferometry-for-Struc_2023_Procedia-Structu | 1415 |
| On-the-vulnerability-features-of-historical-masonry_2023_Procedia-Structural | 1423 |
| Open-issues-on-non-linear-modelling-for-seismic-asses_2023_Procedia-Structur | 1431 |
| Operating-instructions-to-the-guidelines-for-risk-classific_2023_Procedia-St | 1439 |
| Operational-critical-issues-filling-in-the-Italian-form-f_2023_Procedia-Stru | 1447 |
| Post-earthquake-continuous-dynamic-monitoring-of-the-twin-_2023_Procedia-Str | 1455 |
| Post-earthquake-reconstruction-of-residential-buildings-i_2023_Procedia-Stru | 1463 |
| Practical-procedure-to-assess-the-expected-consequen_2023_Procedia-Structura | 1471 |
| Preliminary-analyses-of-an-innovative-solution-for-reduc_2023_Procedia-Struc | 1479 |
| Preliminary-considerations-on-coupled-pin-supported-wall_2023_Procedia-Struc | 1485 |
| Preliminary-considerations-on-the-selective-weakening-_2023_Procedia-Structu | 1493 |
| Preliminary-proposal-of-a-probabilistic-framework-for-th_2023_Procedia-Struc | 1501 |
| Preliminary-results-from-push-and-release-tests-of-a-b_2023_Procedia-Structu | 1509 |
| Preliminary-results-in-the-automated-detection-of-operatio_2023_Procedia-Str | 1517 |
| Preliminary-study-of-a-seismic-resilient-steel-pilot-bu_2023_Procedia-Struct | 1525 |
| Preliminary-validation-of-an-innovative-stress-sensor-fo_2023_Procedia-Struc | 1533 |
| Proposal-of-a-simple-expression-for-predicting-the-ho_2023_Procedia-Structur | 1541 |
| Pull-out-tests-on-injected-steel-anchors-in-a-mas_2023_Procedia-Structural-I | 1549 |
| Pushover-analysis-of-rocking-fa-ades-in-masonry-churches--t_2023_Procedia-St | 1557 |
| Push--o-ver--a-pushover-test-program-on-an-existing_2023_Procedia-Structural | 1565 |
| Push--o-ver--in-situ-pushover-tests-on-as-built-and-st_2023_Procedia-Structu | 1573 |
| Push--o-ver--numerical-simulation-of-the-Castel-di-Lama-_2023_Procedia-Struc | 1581 |
| RC-Beam-Column-joints--discussion-of-the-provisions-i_2023_Procedia-Structur | 1589 |
| Reconstruction-process-after-2009-Abruzzo-earthquake-outsi_2023_Procedia-Str | 1597 |
| Reflections-on-the-necessity-or-not-of-interventions-f_2023_Procedia-Structu | 1605 |
| Reliability-Analysis-of-Stochastic-System-using-Stochasti_2023_Procedia-Stru | 1610 |
| Robustness-evaluation-of-a-steel-bridge-in-the-dist_2023_Procedia-Structural | 1618 |
| Satellite-interferometric-data-for-seismic-damag_2023_Procedia-Structural-In | 1626 |
| Scores--an-algorithm-for-records-selection-to-employ-i_2023_Procedia-Structu | 1634 |
| Securing-the-church-of-Madonna-del-Sole-during-the-emergency-_2023_Procedia- | 1642 |
| Seismic-analysis-and-fragility-estimate-of-a-mixed-m_2023_Procedia-Structura | 1650 |
| Seismic-analysis-of-medical-equipment-in-Ospedale-Mauri_2023_Procedia-Struct | 1658 |
| Seismic-assessment-of-masonry-vaults-by-means-of-an-ad_2023_Procedia-Structu | 1666 |
| Seismic-Assessment-of-Typical-Historical-Masonry-Churc_2023_Procedia-Structu | 1674 |
| Seismic-behavior-and-nonlinear-analysis-of-Hybrid-_2023_Procedia-Structural- | 1682 |
| Seismic-behaviour-of-steel-modular-buildings--numerical-_2023_Procedia-Struc | 1690 |
| Seismic-behaviour-of-steel-Moment-Resisting-Frames-wit_2023_Procedia-Structu | 1698 |
| Seismic-damage-and-loss-evaluation-in-precast-industria_2023_Procedia-Struct | 1706 |
| Seismic-enhancement-of-masonry-arches-by-means-of-f_2023_Procedia-Structural | 1714 |
| Seismic-fragility-assessment-of-Balvano--Potenza--Ital_2023_Procedia-Structu | 1722 |
| Seismic-fragility-modelling-of-unreinforced-masonry-_2023_Procedia-Structura | 1730 |
| Seismic-in-plane-displacement-capacity-of-masonry-barr_2023_Procedia-Structu | 1738 |
| Seismic-performance-of-a-reinforced-concrete-building-re_2023_Procedia-Struc | 1746 |
| Seismic-Performance-of-Double-Depth-Automated-Steel-Rac_2023_Procedia-Struct | 1754 |
| Seismic-performance-of-multi-storey-steel-frames-w_2023_Procedia-Structural- | 1762 |
| Seismic-performance-of-self-centering-hybrid-coupled-_2023_Procedia-Structur | 1770 |
| Seismic-reliability-analysis-of-a-r-c--arch-b_2023_Procedia-Structural-Integ | 1777 |
| Seismic-reliability-analysis-of-isolated-deck-bridges_2023_Procedia-Structur | 1785 |
| Seismic-reliability-of-RC-frames-casted-with-EA_2023_Procedia-Structural-Int | 1793 |
| Seismic-retrofit-of-an-existing-important-building-of_2023_Procedia-Structur | 1801 |
| Seismic-retrofit-of-a-RC-building-using-metallic-yie_2023_Procedia-Structura | 1809 |
| Seismic-retrofit-of-reinforced-concrete-frames-by-d_2023_Procedia-Structural | 1817 |
| Seismic-retrofitting-strategies-for-pre-70-RC-buildings_2023_Procedia-Struct | 1825 |
| Seismic-risk-analysis-on-masonry-buildings-damaged-by-_2023_Procedia-Structu | 1833 |
| Seismic-risk-assessment-in-transboundary-areas--the-cas_2023_Procedia-Struct | 1841 |
| Seismic-risk-assessment-of-a-new-RC-framed-skin-technolog_2023_Procedia-Stru | 1849 |
| Seismic-risk-assessment--the-case-study-of-Barberin_2023_Procedia-Structural | 1857 |
| Seismic-risk-maps-for-the-seismic-risk-managemen_2023_Procedia-Structural-In | 1865 |
| Seismic-upgrading-of-RC-structures-through-an-optimiza_2023_Procedia-Structu | 1873 |
| Seismic-vulnerability-analysis-and-structural-rehabil_2023_Procedia-Structur | 1881 |
| Seismic-vulnerability-assessment-and-retrofitting-des_2023_Procedia-Structur | 1889 |
| Seismic-vulnerability-assessment-of-RC-buildings-at-co_2023_Procedia-Structu | 1896 |
| Seismic-vulnerability-assessment-of-reinforced-concrete_2023_Procedia-Struct | 1904 |
| Seismic-vulnerability-of-fixed-base-and-base-isolated-hos_2023_Procedia-Stru | 1912 |
| Seismic-vulnerability-of-gravity-load-design-r-c--bui_2023_Procedia-Structur | 1920 |
| Settlement-of-masonry-barrel-vaults--an-experiment_2023_Procedia-Structural- | 1928 |
| Shake-table-testing-of-a-low-impact-technology-for-th_2023_Procedia-Structur | 1936 |
| Shear-devices-coupling-exoskeleton-and-existing-RC-bu_2023_Procedia-Structur | 1944 |
| SHM-of-historical-buildings--The-case-study-of-Santa-M_2023_Procedia-Structu | 1952 |
| Simplified-assessment-of-the-seismic-vulnerability_2023_Procedia-Structural- | 1960 |
| Simplified-evaluation-of-the-shear-strength-of-slender-_2023_Procedia-Struct | 1968 |
| Simplified-framework-for-economic-convenience-of-base-iso_2023_Procedia-Stru | 1976 |
| Simplified-methods-for-the-evaluation-of-mechanical-pro_2023_Procedia-Struct | 1984 |
| Simplified-seismic-vulnerability-analysis-of-historic-_2023_Procedia-Structu | 1992 |
| Simplified-tools-for-the-risk-assessment-and-classif_2023_Procedia-Structura | 2000 |
| SISMO-Fast--energy-based-method-for-rapid-seismic-vulner_2023_Procedia-Struc | 2008 |
| Sliding-pendulum-isolators-without-secrete_2023_Procedia-Structural-Integrit | 2016 |
| Smart-approach-to-integrated-seismic-risk-management-_2023_Procedia-Structur | 2022 |
| Some-reflections-on-the-seismic-upgrading-and-regeneratio_2023_Procedia-Stru | 2030 |
| Spiral-based-confinement-in-slabs-for-the-seismic-perfor_2023_Procedia-Struc | 2038 |
| Stability-issues-for-elastomeric-bearings--analytical-f_2023_Procedia-Struct | 2045 |
| STATE-OF-THE-ART-ON-BOND-BETWEEN-FRCM-SYSTEMS-AND-MASONR_2023_Procedia-Struc | 2053 |
| Stick-model-for-response-prediction-of-as-built-and-_2023_Procedia-Structura | 2061 |
| Structural-assessment-of-modular-precast-3D-cell-mid--t_2023_Procedia-Struct | 2069 |
| Structural-foamed-concrete--preliminary-studies-for-_2023_Procedia-Structura | 2077 |
| Structural-Health-Monitoring-and-Dynamic-Identification_2023_Procedia-Struct | 2083 |
| Structural-Health-Monitoring-of-transport-infrastructures--p_2023_Procedia-S | 2091 |
| Structural-performance-of-unreinforced-full-scale-fa-ad_2023_Procedia-Struct | 2099 |
| Structural-strengthening-of-masonry-elements-by-reinfo_2023_Procedia-Structu | 2107 |
| Structural-testing-and-monitoring-system--box-gird_2023_Procedia-Structural- | 2115 |
| Study-on-the-effectiveness-of-a-CRM-system--in-plane-an_2023_Procedia-Struct | 2123 |
| Study-on-the-effectiveness-of-the-CRM-system--numerical-_2023_Procedia-Struc | 2131 |
| Surrogate-based-bayesian-model-updating-of-a-histo_2023_Procedia-Structural- | 2139 |
| Survey-on-non-linear-cyclic-responses-of-Unreinforced-Ma_2023_Procedia-Struc | 2147 |
| TH-Analyses-and-Simplified-Approach-for-Precast-RC-Fram_2023_Procedia-Struct | 2155 |
| The-application-of-external-post-tensioning-system-_2023_Procedia-Structural | 2163 |
| The-capacity-of-GFRP-anchors-in-concrete-and-mas_2023_Procedia-Structural-In | 2168 |
| The--direct-five-step-procedure-for-existing-building_2023_Procedia-Structur | 2176 |
| The-E-DVA-method-for-multi-modal-pushover-analysis_2023_Procedia-Structural- | 2184 |
| The-infrastructure-challenges-of-hyperloop_2023_Procedia-Structural-Integrit | 2192 |
| The-integrated-project-for-the-post-earthquake-rebuilding_2023_Procedia-Stru | 2199 |
| The-quality-of-connections-between-masonry-and-decks_2023_Procedia-Structura | 2207 |
| The-reconstruction-process-of-the-buildings-damaged-_2023_Procedia-Structura | 2215 |
| The-research-project--CHARMING-PISTOIA---an-integrated-HB_2023_Procedia-Stru | 2223 |
| The-seismic-restoration-of-Palazzo-San-Giacomo_2023_Procedia-Structural-Inte | 2231 |
| The-significance-of-the-dynamic-interaction-between-bridg_2023_Procedia-Stru | 2239 |
| The-soil-structure-interaction-effect-on-the-seismic-vul_2023_Procedia-Struc | 2247 |
| The-use-of-Stick-IT-model-in-loss-assessment-at-_2023_Procedia-Structural-In | 2255 |
| Timber-based-systems-for-the-seismic-and-energetic-r_2023_Procedia-Structura | 2263 |
| Torsional-response-of-unreinforced-masonry-bu_2023_Procedia-Structural-Integ | 2270 |
| Towards-the-Seismic-Monitoring-of-a-Monumental-Stru_2023_Procedia-Structural | 2278 |
| Using-commercial-UHF-RFID-wireless-tags-to-detect_2023_Procedia-Structural-I | 2286 |
| Using-machine-learning-approaches-to-perform-defect-_2023_Procedia-Structura | 2294 |
| Using-transfer-learning-technique-to-define-seismic-vuln_2023_Procedia-Struc | 2302 |
| Validation-of-a-New-Equation-to-Estimate-the-Yield-S_2023_Procedia-Structura | 2310 |
| Vulnerability-analysis-aimed-at-the-safeguard-of-the_2023_Procedia-Structura | 2318 |
| Vulnerability-analytical-models-at-the-regional-scale-thr_2023_Procedia-Stru | 2326 |
| Wavelet-level-decomposition-of-the-seismic-response-of-a-h_2023_Procedia-Str | 2334 |