| Nome |
# |
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Long-term monitoring for the condition-based structural maintenance of the Milan Cathedral, file e0c31c0e-f464-4599-e053-1705fe0aef77
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356
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Continuous monitoring of the Milan Cathedral: dynamic characteristics and vibration-based SHM, file e0c31c0f-2293-4599-e053-1705fe0aef77
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282
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Vibration-based structural health monitoring of stay cables by microwave remote sensing, file e0c31c0e-080b-4599-e053-1705fe0aef77
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209
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Damage detection in railway bridges using Machine Learning: Application to a historic structure, file e0c31c0b-7846-4599-e053-1705fe0aef77
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186
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Vibration-based anomaly detection using sparse auto-encoder and control charts, file e0c31c11-5a81-4599-e053-1705fe0aef77
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177
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Measuring the dynamic displacements of bridges using geophone data: Application and validation on a lively footbridge, file e0c31c11-0ca6-4599-e053-1705fe0aef77
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169
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Post-earthquake continuous dynamic monitoring of the Gabbia Tower in Mantua, Italy, file e0c31c0e-7d15-4599-e053-1705fe0aef77
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153
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Dynamic assessment of the axial force in the tie-rods of the Milan Cathedral, file e0c31c0b-71ed-4599-e053-1705fe0aef77
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149
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Dynamic investigation of a suspension footbridge using accelerometers and microwave interferometer, file e0c31c09-5432-4599-e053-1705fe0aef77
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137
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On site investigation and health monitoring of a historic tower in Mantua, Italy, file e0c31c0a-54e5-4599-e053-1705fe0aef77
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133
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Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling, file e0c31c11-5f44-4599-e053-1705fe0aef77
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133
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Continuous Monitoring of Masonry Arch Bridges to Evaluate the Scour Action, file e0c31c12-7fba-4599-e053-1705fe0aef77
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131
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Dynamic and seismic health monitoring of a historic masonry tower, file e0c31c09-585f-4599-e053-1705fe0aef77
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130
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P3P: a software suite for autonomous SHM of bridge networks, file 8e958c31-95f7-4d4b-829a-ade8ca10c9cf
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126
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OMA-based structural health monitoring of historic structures, file e0c31c0e-f461-4599-e053-1705fe0aef77
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124
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Continuous monitoring the cathedral of Milan: Documentary and preliminary investigations, file e0c31c0d-5964-4599-e053-1705fe0aef77
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118
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Detecting earthquake-induced damage in historic masonry towers using continuously monitored dynamic response-only data, file e0c31c0b-8381-4599-e053-1705fe0aef77
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115
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Investigation strategy for structural assessment of historic towers, file e0c31c10-a97e-4599-e053-1705fe0aef77
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110
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Monitoring Reinforced Concrete Arch Bridges with Operational Modal Analysis, file e0c31c12-7471-4599-e053-1705fe0aef77
|
102
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One-year dynamic monitoring of a masonry tower, file e0c31c09-58cc-4599-e053-1705fe0aef77
|
100
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Development and application of automated OMA algorithms, file e0c31c0f-0c0e-4599-e053-1705fe0aef77
|
100
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Automated modal identification of a historic bell-tower, file e0c31c0d-5962-4599-e053-1705fe0aef77
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94
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Environmental effects on the dynamic characteristics of a historic cathedral, file e0c31c11-54ca-4599-e053-1705fe0aef77
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93
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STRUCTURAL ASSESSMENT OF CULTURAL HERITAGE BUILDINGS USING HBIM AND VIBRATION-BASED SYSTEM IDENTIFICATION, file e0c31c12-6630-4599-e053-1705fe0aef77
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93
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Static and dynamic monitoring of a Cultural Heritage bell-tower in Monza, Italy, file e0c31c0b-ae7c-4599-e053-1705fe0aef77
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92
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A novel natural frequency-based technique to detect structural changes using computational intelligence, file e0c31c0b-bf00-4599-e053-1705fe0aef77
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91
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A damage localisation procedure for masonry towers based on frequency data, file e0c31c11-1df9-4599-e053-1705fe0aef77
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90
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MODAL AND STRUCTURAL IDENTIFICATION OF A MULTI-SPAN MASONRY ARCH BRIDGE, file e0c31c12-8557-4599-e053-1705fe0aef77
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86
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Post-earthquake diagnostic investigation of a historic masonry tower, file e0c31c0e-7a12-4599-e053-1705fe0aef77
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83
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Dynamic monitoring of ancient masonry towers: Environmental effects on natural frequencies, file e0c31c0d-5b0a-4599-e053-1705fe0aef77
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80
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Structural Identification of a Masonry Tower Based on Operational Modal Analysis, file e0c31c0e-7119-4599-e053-1705fe0aef77
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79
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Continuous dynamic monitoring of a centenary iron bridge for structural modification assessment, file e0c31c0e-72bf-4599-e053-1705fe0aef77
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75
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Continuous monitoring of a challenging heritage tower in Monza, Italy, file e0c31c11-62d3-4599-e053-1705fe0aef77
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75
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Il collaudo del viadotto Lambro, file e0c31c0e-54dd-4599-e053-1705fe0aef77
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62
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ONE YEAR STATIC MONITORING OF THE MILAN CATHEDRAL, file e0c31c12-3e43-4599-e053-1705fe0aef77
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60
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Measuring the dynamic response of a lively footbridge to ambient and walking excitation, file e0c31c10-9b54-4599-e053-1705fe0aef77
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59
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FE modelling for seismic assessment of an ancient tower from ambient vibration survey, file e0c31c0f-228f-4599-e053-1705fe0aef77
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56
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Determining and Tuning Models of a Masonry Bridge for Structural Assessment, file e0c31c12-3c21-4599-e053-1705fe0aef77
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52
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Vibration Testing and System Identification of a Monumental Building in Sabbioneta, Italy, file e0c31c12-72c8-4599-e053-1705fe0aef77
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51
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Continuous Dynamic Monitoring to Enhance the Knowledge of a Historic Bell-Tower, file e0c31c11-933d-4599-e053-1705fe0aef77
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42
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Experimental and numerical serviceability assessment of a steel suspension footbridge, file e0c31c10-fee9-4599-e053-1705fe0aef77
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41
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ND testing and establishing models of a multi-span masonry arch bridge, file 505c428f-eebe-44b7-9916-3043635c5413
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40
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One-year dynamic monitoring of a historic tower: damage detection under changing environment, file e0c31c0b-17a8-4599-e053-1705fe0aef77
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25
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SHM of Vibrating Stay-Cables by Microwave Remote Sensing, file e0c31c12-72c9-4599-e053-1705fe0aef77
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25
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Pre-diagnostic prompt investigation and static monitoring of a historic bell-tower, file e0c31c12-430f-4599-e053-1705fe0aef77
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23
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Continuous monitoring the modal deflections of the Milan Cathedral, file e0c31c12-6f53-4599-e053-1705fe0aef77
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23
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Hydraulic Safety Evaluation and Dynamic Investigations of Baghetto Bridge in Italy, file 1c0e5acb-13a4-46b6-b114-1ecedb7692eb
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20
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Anomaly detection and localization on masonry arch bridges using frequency data, file e0c31c12-553f-4599-e053-1705fe0aef77
|
16
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One-Year Dynamic Monitoring the Main Spire of the Milan Cathedral, file e0c31c12-3c7f-4599-e053-1705fe0aef77
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14
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On-site inspection and dynamic testing of a masonry tower, file e0c31c0a-4fae-4599-e053-1705fe0aef77
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10
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Pre-diagnostic prompt investigation and static monitoring of a historic bell-tower, file e0c31c0b-17ae-4599-e053-1705fe0aef77
|
10
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Continuous Dynamic Monitoring to Enhance the Knowledge of a Historic Bell-Tower, file e0c31c0d-595e-4599-e053-1705fe0aef77
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9
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Signal Processing Methodology of Response Data from a Historical Arch Bridge toward Reliable Modal Identification, file 6ad716c6-0c33-47c0-a807-4d8f2acfb139
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7
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Pre-diagnostic prompt investigation and static monitoring of a historic bell-tower, file e0c31c0a-505d-4599-e053-1705fe0aef77
|
7
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Post-earthquake continuous dynamic monitoring of the Gabbia Tower in Mantua, Italy, file e0c31c08-344a-4599-e053-1705fe0aef77
|
6
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On site investigation and continuous dynamic monitoring of a historic tower in Mantua, Italy, file e0c31c0a-9515-4599-e053-1705fe0aef77
|
6
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On site investigation and health monitoring of a historic tower in Mantua, Italy, file e0c31c0b-1753-4599-e053-1705fe0aef77
|
6
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Continuous monitoring of a challenging heritage tower in Monza, Italy, file e0c31c0b-a229-4599-e053-1705fe0aef77
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6
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Multidisciplinary Investigations of a Steel–Concrete Composite Bridge, file e0c31c12-8415-4599-e053-1705fe0aef77
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6
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OMA and seismic assessment of a historic masonry tower, file e0c31c08-1e09-4599-e053-1705fe0aef77
|
5
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Experimental and numerical serviceability assessment of a steel suspension footbridge, file e0c31c0a-53a1-4599-e053-1705fe0aef77
|
5
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Dynamic monitoring of a masonry tower, file e0c31c08-0a87-4599-e053-1705fe0aef77
|
4
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Post-earthquake assessment of a masonry tower by on-site inspection and operational modal testing, file e0c31c08-1e0a-4599-e053-1705fe0aef77
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4
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Continuous dynamic monitoring of historic masonry towers using few accelerometers: methodological aspects and typical results, file e0c31c09-4f38-4599-e053-1705fe0aef77
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4
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Post-earthquake diagnostic investigation of a historic masonry tower, file e0c31c09-54e6-4599-e053-1705fe0aef77
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4
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Structural Identification of a Masonry Tower Based on Operational Modal Analysis, file e0c31c0b-19b9-4599-e053-1705fe0aef77
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4
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Radar-based operational modal testing of large structures: two case studies in Spain, file e0c31c07-bf15-4599-e053-1705fe0aef77
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3
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Operational modal testing of historic structures at different levels of excitation, file e0c31c08-1cfe-4599-e053-1705fe0aef77
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3
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Dynamic and seismic monitoring of the "Gabbia" tower in Mantua, Italy, file e0c31c08-1fc5-4599-e053-1705fe0aef77
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3
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Dynamic and seismic assessment of the Gabbia tower in Mantua, Italy, file e0c31c08-21bc-4599-e053-1705fe0aef77
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3
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Post-earthquake dynamic monitoring of a historic masonry tower, file e0c31c08-26bb-4599-e053-1705fe0aef77
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3
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Dynamic monitoring for the structural assessment of a historic masonry tower, file e0c31c08-2739-4599-e053-1705fe0aef77
|
3
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Dynamic and Seismic Assessment of the Gabbia Tower in Mantua, Italy, file e0c31c08-273f-4599-e053-1705fe0aef77
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3
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Dynamic testing of masonry towers using the microwave interferometry, file e0c31c08-274a-4599-e053-1705fe0aef77
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3
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Automated modal identification and tracking: Application to an iron arch bridge, file e0c31c0a-52ba-4599-e053-1705fe0aef77
|
3
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Dynamic and Seismic Assessment of the Gabbia Tower in Mantua, Italy, file e0c31c0b-1d76-4599-e053-1705fe0aef77
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3
|
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One-year dynamic monitoring of a masonry tower, file e0c31c0b-20ce-4599-e053-1705fe0aef77
|
3
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Dynamic testing of a historical slender building using accelerometers and radar, file e0c31c0b-214e-4599-e053-1705fe0aef77
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3
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From continuous vibration monitoring to FEM-based damage assessment: Application on a stone-masonry tower, file e0c31c0b-2da5-4599-e053-1705fe0aef77
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3
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Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling, file e0c31c0d-5182-4599-e053-1705fe0aef77
|
3
|
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Investigation strategy for the structural assessment of historic towers, file e0c31c10-cae4-4599-e053-1705fe0aef77
|
3
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Continuous dynamic monitoring of the Milan Cathedral: influence of environmental changes on the dynamic characteristics, file 20b6cad8-93fb-41b6-96f0-017113203cf3
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2
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Monitoring the Cathedral of Milan: An Archive with More Than 50 Years of Measurements, file 787d8d95-fd60-47be-abaf-86c265f71e29
|
2
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Bridge structural monitoring: the Lombardia regional guidelines, file 7ba708db-31d1-45aa-a44c-57a9bcee7f95
|
2
|
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Ambient vibration testing and condition assessment of the Paderno iron arch bridge (1889), file e0c31c07-dbf8-4599-e053-1705fe0aef77
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2
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Design and installation of the dynamic monitoring system applied to the Paderno Bridge (1889), file e0c31c07-fca9-4599-e053-1705fe0aef77
|
2
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Monitoring and FE modeling of a historic iron bridge, file e0c31c08-0a82-4599-e053-1705fe0aef77
|
2
|
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Structural health monitoring of a centenary iron arch bridge, file e0c31c08-0a89-4599-e053-1705fe0aef77
|
2
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Frequency tracking and FE model identification of a masonry tower, file e0c31c08-1e08-4599-e053-1705fe0aef77
|
2
|
|
Automated Modal and Structural Identification of a Stone-Masonry Bell-Tower for SHM, file e0c31c08-273c-4599-e053-1705fe0aef77
|
2
|
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Monitoraggio dinamico e conservazione di infrastrutture storiche: il ponte San Michele a Paderno d’Adda (1889), file e0c31c09-5383-4599-e053-1705fe0aef77
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2
|
|
Integrazione di dati storici e sperimentali per il controllo di edifici storici in muratura, file e0c31c09-546a-4599-e053-1705fe0aef77
|
2
|
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Experimental and numerical investigations for the structural characterization of a historic RC arch bridge, file e0c31c09-57b1-4599-e053-1705fe0aef77
|
2
|
|
Ambient Vibration Testing of Cultural Heritage Structures, file e0c31c09-57f1-4599-e053-1705fe0aef77
|
2
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|
On-site inspection and dynamic testing of a masonry tower, file e0c31c09-dfd9-4599-e053-1705fe0aef77
|
2
|
|
Monitoring cultural heritage buildings: The santa Maria del carrobiolo bell-tower in Monza, Italy, file e0c31c0a-9689-4599-e053-1705fe0aef77
|
2
|
|
Continuous dynamic monitoring of a centenary iron bridge for structural modification assessment, file e0c31c0b-17c1-4599-e053-1705fe0aef77
|
2
|
|
Pre-diagnostic survey and static monitoring of a historic tower, file e0c31c0b-18df-4599-e053-1705fe0aef77
|
2
|
|
Dynamic testing of historic iron bridge at different levels of excitation, file e0c31c0b-1b70-4599-e053-1705fe0aef77
|
2
|
|
On site investigation and continuous dynamic monitoring of a historic tower in Mantua, Italy, file e0c31c0b-1cc3-4599-e053-1705fe0aef77
|
2
|
| Totale |
5.066 |