| Nome |
# |
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AE monitoring and structural modelization of the Asinelli Tower in Bologna, file e384c42e-2e5c-d4b2-e053-9f05fe0a1d67
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787
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Numerical simulation of AE activity in quasi-brittle materials under compression, file e384c42e-0d42-d4b2-e053-9f05fe0a1d67
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594
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Neutron emissions in brittle rocks during compression tests: Monotonic vs cyclic loading, file e384c42e-0e40-d4b2-e053-9f05fe0a1d67
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527
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Acoustic Emission Monitoring of the Syracuse Athena Temple: Scale Invariance in the Timing of Ruptures, file e384c42e-0e26-d4b2-e053-9f05fe0a1d67
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484
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Mechanical characterization and AE of translucent self-compacting concrete plates in bending, file e384c42e-2ced-d4b2-e053-9f05fe0a1d67
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308
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Acoustic emission of the SyracuseAthena temple: timescale invariancefrom microcracking to earthquake, file e384c42e-0e43-d4b2-e053-9f05fe0a1d67
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305
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Scaling in temporal occurrence of quasi-rigid-body vibration pulses due to macrofractures, file e384c42e-1868-d4b2-e053-9f05fe0a1d67
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246
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Signal frequency distribution and natural-time analyses from acoustic emission monitoring of an arched structure in the Castle of Racconigi, file e384c42f-bbfd-d4b2-e053-9f05fe0a1d67
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235
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Snap-through and local buckling interaction in a timber dome: Bracing system vs. connection stiffness, file e384c42f-d616-d4b2-e053-9f05fe0a1d67
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138
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Instability assessment of shallow structures using image capturing, file e384c42f-a9bd-d4b2-e053-9f05fe0a1d67
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131
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Energy balance during elettrolysis and cavitation experiments, file e384c432-76c5-d4b2-e053-9f05fe0a1d67
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59
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Acoustic Emission Monitoring of the Turin Cathedral Bell Tower: Foreshock and Aftershock Discrimination, file e384c432-187f-d4b2-e053-9f05fe0a1d67
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43
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An experimental study on retrofitted fiber-reinforced concrete beams using acoustic emission, file e384c42d-f3ae-d4b2-e053-9f05fe0a1d67
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34
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Application of a Machine Learning Algorithm for the Structural Optimization of Circular Arches with Different Cross-Sections, file e384c433-bad5-d4b2-e053-9f05fe0a1d67
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32
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Evaluation for the Damaged Structures of Notre-Dame de Paris: A way for a correct Reconstruction, file e384c431-e454-d4b2-e053-9f05fe0a1d67
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29
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Vibration and stability of axially loaded structures: Experimental and numerical studies, file e384c42e-39c6-d4b2-e053-9f05fe0a1d67
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24
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Static behaviour of in scale masonry vaults under imposed settlement of the supports, file e384c434-c169-d4b2-e053-9f05fe0a1d67
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19
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Acoustic emission wireless
monitoring of structures, file e384c42e-3667-d4b2-e053-9f05fe0a1d67
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16
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Stability Evaluation by Digital Image Correlation of a Masonry Vault Prototype Under Loading, file e384c432-24ca-d4b2-e053-9f05fe0a1d67
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16
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AE propagation velocity calculation for stiffness estimation in Pier Luigi Nervi’s concrete structures, file e384c433-7f8d-d4b2-e053-9f05fe0a1d67
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16
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Design of a modular exhibition structure with additive manufacturing of eco-sustainable materials, file e384c433-ac63-d4b2-e053-9f05fe0a1d67
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15
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AE monitoring of a concrete arch road tunnel: Damage evolution and localization, file e384c431-8e1b-d4b2-e053-9f05fe0a1d67
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13
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Shell and spatial structures: Between new developments and historical aspects, file e384c433-e59a-d4b2-e053-9f05fe0a1d67
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13
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AE Damage Assessment in the Bell Tower of the Turin Cathedral, file e384c431-fedc-d4b2-e053-9f05fe0a1d67
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12
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Design of a modular exhibition structure with additive manufacturing of eco-sustainable materials, file e384c433-b6bd-d4b2-e053-9f05fe0a1d67
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11
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Acoustic emission monitoring of Italian historical buildings and the case study of the Athena temple in Syracuse, file e384c42f-c28a-d4b2-e053-9f05fe0a1d67
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10
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Reinforced masonry with FRP and structural mortar: durability evaluation by AE technique, file e384c431-2c00-d4b2-e053-9f05fe0a1d67
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10
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A study on the structural stability of the Asinelli Tower in Bologna, file e384c42e-c911-d4b2-e053-9f05fe0a1d67
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7
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Semi-Rigid Connection in Timber Structure: Reduction and Instability Interaction, file e384c432-1f4d-d4b2-e053-9f05fe0a1d67
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6
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Form-finding of pierced vaults and digital fabrication of scaled prototype, file e384c433-d001-d4b2-e053-9f05fe0a1d67
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6
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Acoustic Emission and Artificial Intelligence Procedure for Crack Source Localization, file f2216972-c121-4f2b-8a6c-182a76816d2b
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6
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Reliable onset time determination and source location of acoustic emissions in concrete structures, file e384c42e-11b9-d4b2-e053-9f05fe0a1d67
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5
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Compressive buckling for symmetric TWB with non-zero warping
stiffness, file e384c42f-6642-d4b2-e053-9f05fe0a1d67
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5
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Natural frequencies and buckling of compressed non-symmetric thin-walled beams, file e384c42f-700e-d4b2-e053-9f05fe0a1d67
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5
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Multi-Body Rope Approach for Grid Shells: Form-finding and Imperfection Sensitivity, file e384c432-683c-d4b2-e053-9f05fe0a1d67
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5
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Elastic Stability of Shallow Bending-Active Arches, file a556def4-fd0c-46f0-8be4-16ffb61741a3
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4
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Numerical and Experimental Dynamic Analysis of 3D-Printed Pierced Vault, file b6b540f1-1e91-4731-a619-2f612fbd0f14
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4
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Creep behaviour in reinforced masonry walls interpreted by Acoustic Emission, file e384c42e-136f-d4b2-e053-9f05fe0a1d67
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4
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Durability evaluation of reinforced masonry by fatigue tests
and acoustic emission technique, file e384c42e-295c-d4b2-e053-9f05fe0a1d67
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4
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Cyclic damage analysis by acoustic emission in reinforced historical masonry, file e384c431-5a24-d4b2-e053-9f05fe0a1d67
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4
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Interaction between snap-through and Eulerian instability in shallow structures, file e384c433-8d21-d4b2-e053-9f05fe0a1d67
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4
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Dakar Mosque gridshell: Exploring the benefits of the improved multibody rope approach through postbuckling analysis, file f0b61721-925b-4d36-985c-78615e1e870e
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4
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Differential formulation and numerical solution for elastic arches with variable curvature and tapered cross-sections, file 3863c4b8-6353-48e5-a08c-2109d7581519
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3
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Deep Acoustic Emission Detection Trained on Seismic Signals, file 51348c9a-d4de-4797-8358-bb10197e018b
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3
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Experimental Investigation of the Static and Dynamic behaviors of 3D-Printed Shell Structures, file 8c8d730f-48a8-4365-98cc-b5918ee85a80
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3
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Integration of Digital Image Correlation in Flexural Tests for the Corrosion Evaluation of Ferrocement Plates, file a2118df6-4bee-4643-8d55-38f686529e31
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3
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Experimental investigation of the effect of brick pattern on the structural response of masonry arches and barrel vaults, file af2d068b-fce1-48eb-ae02-6f80eabbf90c
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3
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Improved multi-body rope approach for free-form gridshell structures using equal-length element strategy, file b25c62ed-0a9d-4927-946e-182fdfdcafb9
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3
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Stability of the vertical bearing structures of the Syracuse Cathedral: Experimental and numerical evaluation, file e384c42e-0c8d-d4b2-e053-9f05fe0a1d67
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3
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Acoustic Emission Monitoring of the Syracuse Athena Temple: Scale Invariance in the Timing of Ruptures, file e384c42e-0e25-d4b2-e053-9f05fe0a1d67
|
3
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Damage mechanisms interpreted by acoustic emission signal analysis, file e384c42e-19e3-d4b2-e053-9f05fe0a1d67
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3
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Brittle fracture of rocks in compression: Neutron emissions and geomechanics evidences of piezonuclear reactions, file e384c432-37fd-d4b2-e053-9f05fe0a1d67
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3
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Numerical and dimensionless analytical solutions for circular arch optimization, file 0e126af6-a19b-475c-ba78-381285c52162
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2
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Differential formulation and numerical solution for elastic arches with variable curvature and tapered cross-sections, file 10a9d6cf-e63d-41f2-9065-30dcc9c83c52
|
2
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Improved Multi-body Rope Approach for Free-Form Grid Shells, file 3bbe16d3-cc51-4131-8250-62d9e69f9943
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2
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Postbuckling Echoes of iMRA Introduced Variation in Gridshells Mechanical Behaviour, file 3f2099fb-07a2-4921-a2b9-959556d00102
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2
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DAMAGING CONFIGURATIONS IN ARCH STRUCTURES WITH VARIABLE CURVATURE AND TAPERED CROSS-SECTION, file 610ee38e-efc7-48be-acea-d6c073a783c0
|
2
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Acoustic Emission Monitoring and Thrust Network Analysis of the Central Nave Vaults of the Turin Cathedral, file 733bb348-733a-45b8-9e5e-d2c6dd29d641
|
2
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Postbuckling Echoes of iMRA Introduced Variation in Gridshells Mechanical Behaviour, file 740d47cb-d4f2-4fad-9c2f-ae6af4a1c2f5
|
2
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Experimental investigation of the effect of brick pattern on the structural response of masonry arches and barrel vaults, file a8b2fe44-3f80-40d0-a264-7b37e0042edb
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2
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Acoustic and electromagnetic emissions as precursor phenomena in failure processes, file e384c42e-038c-d4b2-e053-9f05fe0a1d67
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2
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Energy emissions from brittle fracture: Neutron measurements and geological evidences of piezonuclear reactions, file e384c42e-124b-d4b2-e053-9f05fe0a1d67
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2
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Experimental and numerical analysis of a two-span model masonry arch bridge subjected to pier scour, file e384c42e-1782-d4b2-e053-9f05fe0a1d67
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2
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Piezonuclear fission reactions: evidences from microchemical analysis, neutron emission, and geological transformation, file e384c42e-18c9-d4b2-e053-9f05fe0a1d67
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2
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Piezonuclear neutrons from earthquakes as a
hypothesis for the image formation and the radiocarbon
dating of the Turin Shroud, file e384c42e-1a81-d4b2-e053-9f05fe0a1d67
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2
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Electromagnetic and neutron emissions from brittle rocksfailure: Experimental evidence and geological implications, file e384c42e-1b94-d4b2-e053-9f05fe0a1d67
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2
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Onset time determination of acoustic and electromagnetic emission during rock fracture, file e384c42e-1c54-d4b2-e053-9f05fe0a1d67
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2
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Piezonuclear Fission Reactions from Earthquakes and Brittle Rocks Failure: Evidence of Neutron Emission and Non-Radioactive Product Elements, file e384c42e-1cae-d4b2-e053-9f05fe0a1d67
|
2
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Time Correlation Between Acoustic, Electromagnetic
and Neutron Emissions in Rocks Under Compression, file e384c42e-2973-d4b2-e053-9f05fe0a1d67
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2
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Wireless Acoustic Emission Monitoring of Structural Behavior, file e384c42e-3c7c-d4b2-e053-9f05fe0a1d67
|
2
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|
Acoustic, Electromagnetic,
Neutron Emissions from Fracture and Earthquakes, file e384c42e-c7c1-d4b2-e053-9f05fe0a1d67
|
2
|
|
Acoustic emission monitoring of the masonry bearing structures of the Racconigi Castle, file e384c42f-0163-d4b2-e053-9f05fe0a1d67
|
2
|
|
Piezonuclear fission reactions triggered by fracture and turbulence in the rocky and gaseous planets of the Solar System, file e384c42f-0b22-d4b2-e053-9f05fe0a1d67
|
2
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Residual strength evaluation of Notre Dame surviving masonry after the fire, file e384c433-e599-d4b2-e053-9f05fe0a1d67
|
2
|
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Acoustic Emission Monitoring and Thrust Network Analysis of the Central Nave Vaults of the Turin Cathedral, file 1226f08e-2e6d-4de4-a62c-38aad83fc741
|
1
|
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MULTI-BODY ROPE APPROACH FOR THE FORM-FINDING OF SHAPE OPTIMIZED GRID SHELL STRUCTURES, file 2763d482-7ca8-4b6e-a10f-77497d46293f
|
1
|
|
Deep Acoustic Emission Detection Trained on Seismic Signals, file 2ac4b92e-0537-4535-866f-5a1ba97c395c
|
1
|
|
Elastic Stability of Shallow Bending-Active Arches, file 2ea6849e-c59c-499f-9388-aafba82ac616
|
1
|
|
Grid-Shell Multi-step Structural Optimization with Improved Multi-body Rope Approach and Multi-objective Genetic Algorithm, file 6ef55fbe-7bd6-4817-821b-4fcc3e6feb78
|
1
|
|
Grid-Shell Multi-step Structural Optimization with Improved Multi-body Rope Approach and Multi-objective Genetic Algorithm, file 90e47605-b1c2-4901-ad86-c2fd6c8b4ea1
|
1
|
|
Numerical and Experimental Dynamic Analysis of 3D-Printed Pierced Vault, file 916bded5-720c-4437-8a5e-21355fee394c
|
1
|
|
Dakar Mosque gridshell: Exploring the benefits of the improved multibody rope approach through postbuckling analysis, file 95d69cfb-a293-4fd5-ab2d-363563744f32
|
1
|
|
Multy Body Rope Approach and Funicular Prototype for a New Constructive System for Catenary Arches, file 9d40d534-73a4-4e65-a4b5-7a316d351280
|
1
|
|
ESTIMATION OF DISTRIBUTION ALGORITHM FOR CONSTRAINED OPTIMIZATION IN STRUCTURAL DESIGN, file a1e29d31-a6a7-4649-93fa-08520519cdf9
|
1
|
|
Multy Body Rope Approach and Funicular Prototype for a New Constructive System for Catenary Arches, file b24818ca-671c-4c29-9e8f-2f977763e5ec
|
1
|
|
Improved Multi-body Rope Approach for Free-Form Grid Shells, file c8fab831-c420-4768-ad60-84acd5c5d2f7
|
1
|
|
Investigating and monitoring central nave vaults of the Turin Cathedral with Acoustic Emissions and Thrust Network Analysis, file d4af1fe1-0104-4c00-9c96-f4892f975408
|
1
|
|
The b-value analysis for the stability investigation of the ancient Athena Temple in Syracuse, file e384c42d-ff5d-d4b2-e053-9f05fe0a1d67
|
1
|
|
AE monitoring and numerical simulation of a two-span model masonry arch bridge subjected to pier scour, file e384c42e-0318-d4b2-e053-9f05fe0a1d67
|
1
|
|
AE monitoring of a two-span model masonry arch bridge subjected to pier scour, file e384c42e-0572-d4b2-e053-9f05fe0a1d67
|
1
|
|
Acoustic emissions at high and low frequencies during compression tests of brittle materials., file e384c42e-0a18-d4b2-e053-9f05fe0a1d67
|
1
|
|
Mechanical characterization and AE of translucent self-compactig concrete plates in bending, file e384c42e-0b9e-d4b2-e053-9f05fe0a1d67
|
1
|
|
Neutron emissions in brittle rocks during compression tests: Monotonic vs cyclic loading, file e384c42e-0e41-d4b2-e053-9f05fe0a1d67
|
1
|
|
Preservation, Safeguard and Valorization of Masonry Decorations in the Architectural Historical Heritage of Piedmont (Italy), file e384c42e-166e-d4b2-e053-9f05fe0a1d67
|
1
|
|
Mechanical and electromagnetic emissions related to stress-induced cracks, file e384c42e-1777-d4b2-e053-9f05fe0a1d67
|
1
|
|
Piezonuclear reactions produced by brittle fracture: From laboratory to planetary scale., file e384c42e-1eb6-d4b2-e053-9f05fe0a1d67
|
1
|
|
AE monitoring and structural modeling of the Asinelli Tower in Bologna, file e384c42e-2e5b-d4b2-e053-9f05fe0a1d67
|
1
|
|
Acoustic emission wireless monitoring of structures and
infrastructure, file e384c42e-38f5-d4b2-e053-9f05fe0a1d67
|
1
|
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Fundamental frequency evolution in slender beams subjected to imposed axial displacements, file e384c42e-3a4f-d4b2-e053-9f05fe0a1d67
|
1
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Fundamental Frequencies of Slender Beams Subject to Imposed Axial End Displacements, file e384c42e-3a51-d4b2-e053-9f05fe0a1d67
|
1
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| Totale |
4.300 |
Archivio Istituzionale della Ricerca