| Nome |
# |
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Assessment of fire damage in concrete structures: new inspection tools and combined interpretation of results, file e0c31c09-234f-4599-e053-1705fe0aef77
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346
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Pulse-Echo Monitoring of Concrete Damage and Spalling during Fire, file e0c31c0b-ac72-4599-e053-1705fe0aef77
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287
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Computational study on prestressed concrete members exposed to natural fires, file e0c31c11-28d1-4599-e053-1705fe0aef77
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204
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Experimental Study on the Explosive Spalling in High-Performance Concrete: Role of Aggregate and Fiber Types, file e0c31c09-1fdb-4599-e053-1705fe0aef77
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161
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Bridge visual inspections: Experience of local authorities and the case study of the Corso Grosseto viaduct, file e0c31c12-85c2-4599-e053-1705fe0aef77
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161
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Fire spalling sensitivity of high-performance concrete in heated slabs under biaxial compressive loading, file e0c31c11-73af-4599-e053-1705fe0aef77
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65
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A Multidisciplinary Strategy for the Inspection of Historical Metallic Tie-Rods: The Milan Cathedral Case Study, file e0c31c11-73b6-4599-e053-1705fe0aef77
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64
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A feasibility analysis on the application of eddy current testing to the detection of the most detrimental defects in historical metallic tie-rods, file e0c31c10-a284-4599-e053-1705fe0aef77
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59
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Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy), file e0c31c11-aaae-4599-e053-1705fe0aef77
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55
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Real-time measurements of temperature, pressure and moisture profiles in High-Performance Concrete exposed to high temperatures during neutron radiography imaging, file e0c31c0e-1d1d-4599-e053-1705fe0aef77
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53
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Effect of Biaxial Mechanical Loading and Cement Type on the Fire Spalling Behaviour of Concrete, file e0c31c0b-51b7-4599-e053-1705fe0aef77
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48
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An acoustic emission approach to the structural health monitoring of historical metallic tie-rods, file 39d2d32d-d522-461c-bb52-f186f03126fa
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39
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Flash vaporization next to an opening crack: a possible explanation of the explosive nature of concrete spalling, file e0c31c12-69b8-4599-e053-1705fe0aef77
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36
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Assessment of a fire-damaged concrete overpass: the Verona bus crash case study, file e0c31c12-9af7-4599-e053-1705fe0aef77
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36
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SFRC exposed to high temperature: Hot vs. residual characterization for thin walled elements, file e0c31c0e-41a3-4599-e053-1705fe0aef77
|
29
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Proceedings of Italian Concrete Days 2018 (ICD 2018), file e0c31c12-a020-4599-e053-1705fe0aef77
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14
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Spalling Test on Concrete Slabs Under Biaxial Membrane Loading, file e0c31c0f-31db-4599-e053-1705fe0aef77
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13
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Experimental Methods for Spalling Monitoring During and After a Fire, file e0c31c0f-31dd-4599-e053-1705fe0aef77
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13
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APPLICAZIONI DELLA TOMOGRAFIA PULSE-ECHO ALL'INGEGNERIA CIVILE, file e0c31c0e-cc3f-4599-e053-1705fe0aef77
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9
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Influence of the Test Method in the Assessment of Concrete Sensitivity to Explosive Spalling, file e0c31c0c-9dc8-4599-e053-1705fe0aef77
|
8
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CAPRIATE IN CALCESTRUZZO ARMATO – UN CANTIERE SPERIMENTALE.
Analisi e valutazione della sicurezza mediante rilievo e tecniche non distruttive, file e0c31c0c-a82b-4599-e053-1705fe0aef77
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8
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Concrete Damage and Spalling Monitoring in Fire Tests via Ultrasonic Pulse-Echo and Ground-Penetrating Radar, file e0c31c09-8a78-4599-e053-1705fe0aef77
|
6
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Trusted Trusses: Assessing the Bearing Capacity of Different Typologies of Concrete Trussworks, file e0c31c0c-aabe-4599-e053-1705fe0aef77
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6
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Assessment of concrete sensitivity to fire spalling: A multi-scale experimental approach, file e0c31c0d-0d61-4599-e053-1705fe0aef77
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6
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A new test method to study the influence of pore pressure on fracture behaviour of concrete during heating, file e0c31c0a-cc3b-4599-e053-1705fe0aef77
|
5
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Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy), file e0c31c0b-9279-4599-e053-1705fe0aef77
|
5
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A New Penetrometric Test for in Situ Mechanical Characterization of Historic Mortar: Preliminary Results on Different Hydrated Lime Mortar Specimens, file e0c31c0d-39fb-4599-e053-1705fe0aef77
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5
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Ground-Penetrating Radar monitoring of concrete at high temperature, file e0c31c0e-e561-4599-e053-1705fe0aef77
|
5
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In-Plane Loaded Concrete Slabs Subjected to Fire: a Novel Test Set-up to Investigate Spalling, file e0c31c0f-1419-4599-e053-1705fe0aef77
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5
|
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Real-time measurements of temperature, pressure and moisture profiles in High-Performance Concrete exposed to high temperatures during neutron radiography imaging, file e0c31c09-1c02-4599-e053-1705fe0aef77
|
4
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Strutture in acciaio esposte ad incendio: analisi plastica ed azioni indirette, file e0c31c0c-942e-4599-e053-1705fe0aef77
|
4
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On the moisture migration of concrete subject to high temperature with different heating rates, file e0c31c11-377a-4599-e053-1705fe0aef77
|
4
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I materiali strutturali ed il loro comportamento all'alta temperatura - Acciaio, file e0c31c0c-926f-4599-e053-1705fe0aef77
|
3
|
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Progetto delle strutture in acciaio esposte al fuoco, file e0c31c0c-9270-4599-e053-1705fe0aef77
|
3
|
|
Strutture in acciaio esposte al fuoco: analisi meccanica e verifiche di resistenza, file e0c31c0c-9274-4599-e053-1705fe0aef77
|
3
|
|
A feasibility analysis on the application of eddy current testing to the detection of the most detrimental defects in historical metallic tie-rods, file e0c31c0d-2af8-4599-e053-1705fe0aef77
|
3
|
|
A Multidisciplinary Strategy for the Inspection of Historical Metallic Tie-Rods: The Milan Cathedral Case Study, file e0c31c0d-4320-4599-e053-1705fe0aef77
|
3
|
|
Heated slabs under biaxial compressive loading: a test set-up for the assessment of concrete sensitivity to spalling, file e0c31c0f-11cb-4599-e053-1705fe0aef77
|
3
|
|
HPC Subjected to High Temperature: A Study on Intrinsic and Mechanical Damage, file e0c31c09-18f2-4599-e053-1705fe0aef77
|
2
|
|
Metallurgical and mechanical characterization of the historical tie-rod of Duomo di Milano, file e0c31c09-26fb-4599-e053-1705fe0aef77
|
2
|
|
A preliminary investigation on the failure of prestressed members under natural fires, file e0c31c09-6c26-4599-e053-1705fe0aef77
|
2
|
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On the structural behavior of reinforced concrete walls exposed to fire, file e0c31c09-f676-4599-e053-1705fe0aef77
|
2
|
|
STUDY ON THE INFLUENCE OF DEFECTS ON THE STRENGTH OF METALLIC HISTORICAL TIE-RODS, file e0c31c0b-a0af-4599-e053-1705fe0aef77
|
2
|
|
Experimental investigation on fire spalling behaviour of concrete: effect of biaxial compressive loading and cement type, file e0c31c0c-62e1-4599-e053-1705fe0aef77
|
2
|
|
The effect of loading on the residual gas permeability of concrete, file e0c31c0c-9dca-4599-e053-1705fe0aef77
|
2
|
|
Computational study on prestressed concrete members exposed to natural fires, file e0c31c0d-4365-4599-e053-1705fe0aef77
|
2
|
|
The influence of pore pressure on fracture behaviour of Normal-Strength and High-Performance Concretes at high temperature, file e0c31c0f-0cbf-4599-e053-1705fe0aef77
|
2
|
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Thin-Walled Open-Section P/C Beams in Fire: A Case Study, file e0c31c07-e5c6-4599-e053-1705fe0aef77
|
1
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Thermal and mechanical properties of light-weight concrete exposed to high temperature, file e0c31c07-f014-4599-e053-1705fe0aef77
|
1
|
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Literature review on the behaviour of UHPFRC at high temperature, file e0c31c08-132c-4599-e053-1705fe0aef77
|
1
|
|
Concrete spalling sensitivity versus microstructure: preliminary results on the effect of polypropylene fibers, file e0c31c08-140d-4599-e053-1705fe0aef77
|
1
|
|
Concrete Spalling: Interaction between Tensile Behavior and Pore Pressure during Heating, file e0c31c08-218d-4599-e053-1705fe0aef77
|
1
|
|
On Fire Safety of Thin-Walled P/C Beams subjected to Cracking and Corrosion, file e0c31c08-40b0-4599-e053-1705fe0aef77
|
1
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|
INDIVIDUAZIONE DI DIFETTI SULLE CATENE STORICHE METALLICHE, file e0c31c09-015a-4599-e053-1705fe0aef77
|
1
|
|
Assessment of Deteriorated Concrete Cover by Combined While-Drilling Techniques, file e0c31c09-1679-4599-e053-1705fe0aef77
|
1
|
|
SFRC exposed to high temperature: Hot vs. residual characterization for thin walled elements, file e0c31c09-6a4e-4599-e053-1705fe0aef77
|
1
|
|
Fire spalling behaviour of concrete: Role of mechanical loading (uniaxial and biaxial) and cement type, file e0c31c0a-1fb6-4599-e053-1705fe0aef77
|
1
|
|
Modulus of elasticity for service and accident conditions, file e0c31c0a-30c8-4599-e053-1705fe0aef77
|
1
|
|
INDIVIDUAZIONE DI DIFETTI CRITICI SU TIRANTI STORICI IN FERRO BATTUTO, file e0c31c0b-6d11-4599-e053-1705fe0aef77
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1
|
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EDDY CURRENT NON-DESTRUCTIVE TESTING OF HISTORICAL METALLIC TIE-RODS, file e0c31c0b-6eb1-4599-e053-1705fe0aef77
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1
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End support connection of precast roof elements by bolted steel angles, file e0c31c0b-a921-4599-e053-1705fe0aef77
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1
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Thermal properties, file e0c31c0d-4219-4599-e053-1705fe0aef77
|
1
|
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Explosive spalling in reinforced concrete tunnels exposed to fire: Experimental assessment and numerical modelling, file e0c31c0d-857a-4599-e053-1705fe0aef77
|
1
|
|
Spalling sensitivity test on concrete, file e0c31c0e-e18b-4599-e053-1705fe0aef77
|
1
|
|
Explosive spalling in R/C structures exposed to fire: key aspects in experimental testing, file e0c31c0f-1da0-4599-e053-1705fe0aef77
|
1
|
|
Catene storiche in ferro battuto - Innovazione nella diagnostica per la ricerca di difetti, file e0c31c10-9523-4599-e053-1705fe0aef77
|
1
|
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Assessment of a fire-damaged concrete overpass: the Verona bus crash case study, file e0c31c12-9af5-4599-e053-1705fe0aef77
|
1
|
| Totale |
1.819 |