| Nome |
# |
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A framework for probabilistic seismic risk assessment of NG distribution networks, file e14fb26a-9a72-3de1-e053-1705fe0ac030
|
133
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Reliability-based analysis of recycled aggregate concrete under carbonation, file e14fb26b-242b-3de1-e053-1705fe0ac030
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114
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State-of-research on performance indicators for bridge quality control and management, file e14fb26b-c1b4-3de1-e053-1705fe0ac030
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101
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Analysis of the 2016 Amatrice earthquake macroseismic data, file e14fb269-b93f-3de1-e053-1705fe0ac030
|
85
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Preliminary macroseismic survey of the 2016 amatrice seismic sequence, file e14fb26a-5e9a-3de1-e053-1705fe0ac030
|
80
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RESEARCH TO INDUSTRY AND INDUSTRY TO RESEARCH, file e14fb26c-c7db-3de1-e053-1705fe0ac030
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72
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Municipal expected annual loss as an indicator to develop seismic risk maps in Italy, file e14fb26b-f4ea-3de1-e053-1705fe0ac030
|
67
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|
Shrinkage and mitigation strategies to improve the dimensional stability of CaO-FeOx-Al2O3-SiO2 inorganic polymers, file e14fb26c-4d7e-3de1-e053-1705fe0ac030
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57
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INCREASING THE DIMENSIONAL STABILITY OF CAO-FEOX-AL2O3-SIO2 ALKALI-ACTIVATED MATERIALS: ON THE SWELLING POTENTIAL OF CALCIUM OXIDE-RICH ADMIXTURES, file e14fb26c-5453-3de1-e053-1705fe0ac030
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54
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Performance goal assessment for existing bridges subject to pier local scour, file e14fb26a-925d-3de1-e053-1705fe0ac030
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22
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Seismic reliability analysis of a r.c. arch bridge, file 5244dfa0-7013-463c-bcf8-4738c7671c2b
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16
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REPAIR OF SEVERELY DAMAGED RC COLUMNS THROUGH FRCM COMPOSITES, file e14fb26d-77d1-3de1-e053-1705fe0ac030
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14
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Sustainable mixes for 3D printing of earth-based constructions, file 972be898-2573-4315-91ed-164cc8d42be5
|
13
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Properties of concretes with black/oxidizing electric arc furnace slag aggregate, file e14fb267-a83a-3de1-e053-1705fe0ac030
|
12
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Experimental Behavior of Reinforced Concrete Beams with Electric Arc Furnace Slag as Recycled Aggregate, file e14fb267-a83c-3de1-e053-1705fe0ac030
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12
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Assessment of a municipal solid waste incinerator bottom ash as a candidate pozzolanic material: Comparison of test methods, file e14fb26f-52e0-3de1-e053-1705fe0ac030
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12
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Reversible ground motion-to-intensity conversion equations based on the EMS-98 scale, file e14fb26b-8113-3de1-e053-1705fe0ac030
|
11
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Simultaneous addition of slag binder, recycled concrete aggregate and sustainable powders to self-compacting concrete: A synergistic mechanical-property approach, file 23b91bc0-efde-4b6e-a9a5-64a1b347307b
|
9
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Recycled materials in concrete, file 52217397-db23-417b-a092-28c27f7d100a
|
8
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Reliability-based design of transmission and anchorage lengths in prestressed concrete elements, file 7ead5791-c740-47b5-b90d-1960e6a983ca
|
8
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Self-compacting concrete manufactured with recycled concrete aggregate: An overview, file e14fb26c-ea48-3de1-e053-1705fe0ac030
|
8
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Seismic behavior of precast reinforced concrete column-to-foundation grouted duct connections, file e14fb26f-7a45-3de1-e053-1705fe0ac030
|
8
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Techniques for sustainable building materials production: recycling in concrete industry, file e14fb26f-9e34-3de1-e053-1705fe0ac030
|
8
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High-Temperature Behavior of CaO-FeOx-Al2 O3-SiO2-Rich Alkali Activated Materials, file e14fb26f-a165-3de1-e053-1705fe0ac030
|
8
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Structural Health Monitoring and Design Code compliance for performance assessment of bridges under scour and seismic hazards, file e14fb26a-92d0-3de1-e053-1705fe0ac030
|
7
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Seismic reliability of RC buildings made with EAF concretes, file e14fb26f-7d9b-3de1-e053-1705fe0ac030
|
7
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Reaction kinetics and structural analysis of alkali activated Fe–Si–Ca rich materials, file e14fb26c-5451-3de1-e053-1705fe0ac030
|
6
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Porosity-based models for estimating the mechanical properties of self-compacting concrete with coarse and fine recycled concrete aggregate, file e14fb26f-a16a-3de1-e053-1705fe0ac030
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6
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Validation of slag-binder fiber-reinforced self-compacting concrete with slag aggregate under field conditions: Durability and real strength development, file e14fb26f-ff85-3de1-e053-1705fe0ac030
|
6
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Utility of Ultrasonic Pulse Velocity for Estimating the Overall Mechanical Behavior of Recycled Aggregate Self-Compacting Concrete, file be51a513-67ff-4a8e-b905-88868ad45229
|
5
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Sustainable management of demolition waste in post-quake recovery processes: The Italian experience, file e14fb26a-1ed7-3de1-e053-1705fe0ac030
|
5
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Experimental Behavior of a Severely Damaged RC Beam-Column Joint Strengthened with FRCM Composites, file e14fb26a-1f47-3de1-e053-1705fe0ac030
|
5
|
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Qualitative performance indicators for bridge management in Italy, file e14fb26a-9105-3de1-e053-1705fe0ac030
|
5
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Repair of seismically damaged RC columns through FRCM Composites, file 41197d73-98d7-4e48-aa21-5daba418517c
|
4
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Corrosion effects on bond between strand and concrete in pre-tensioned members: analytical modeling of transmission length, file 4261a4a9-d025-411f-954a-1b24f3c12411
|
4
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Experimental and numerical study of the cyclic behavior of exterior RC beam-column joints made with recycled concrete, file e14fb26a-2533-3de1-e053-1705fe0ac030
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4
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Introduction, file e14fb26a-9463-3de1-e053-1705fe0ac030
|
4
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Exterior RC beam-column joints made with recycled concrete: experimental behavior under lateral cyclic reversed loading, file e14fb26b-8406-3de1-e053-1705fe0ac030
|
4
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Confinement of reinforced concrete columns with glass fiber reinforced cementitious matrix jackets, file e14fb26d-4151-3de1-e053-1705fe0ac030
|
4
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Hammer rebound index as an overall-mechanical-quality indicator of self-compacting concrete containing recycled concrete aggregate, file f8291e90-cb19-4e20-b61b-3d80bdd1de0e
|
4
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Mappe di perdita regionali per la mitigazione del rischio sismico, file 082f9fdb-e8c5-41ab-838c-466bd43332db
|
3
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Self-compacting concrete manufactured with recycled concrete aggregate: An overview, file 3152506d-332c-49e7-8bdc-4b08edd03150
|
3
|
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Novel reliability-based design formulation for evaluating transmission and anchorage lengths in prestressed concrete elements, file cb524a57-dbc8-4709-b771-43534223fb79
|
3
|
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High performance concrete with electric arc furnace slag as aggregate: Mechanical and durability properties, file e14fb268-1f9a-3de1-e053-1705fe0ac030
|
3
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Bond behaviour and sustainability of fibre reinforced cementitious matrix composites applied to masonry elements, file e14fb268-bbe4-3de1-e053-1705fe0ac030
|
3
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La gestione delle verifiche post-sisma per le infrastrutture ferroviarie, file e14fb268-c03a-3de1-e053-1705fe0ac030
|
3
|
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Bridge residual service-life prediction through Bayesian visual inspection and data updating, file e14fb269-b09b-3de1-e053-1705fe0ac030
|
3
|
|
Is tornado risk adequately perceived in Italy?, file e14fb26a-5ddd-3de1-e053-1705fe0ac030
|
3
|
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Failure analysis of masonry arch bridges subject to local pier scour, file e14fb26a-5ddf-3de1-e053-1705fe0ac030
|
3
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Evidences from the preliminary macroseismic survey of the August 24, 2016 Amatrice seismic sequence (Central Italy), file e14fb26a-5e57-3de1-e053-1705fe0ac030
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3
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Profitability Analysis for Assessing the Optimal Seismic Retrofit Strategy of Industrial Productive Processes with Business-Interruption Consequences, file e14fb26a-5e98-3de1-e053-1705fe0ac030
|
3
|
|
Seismic damage survey and empirical fragility curves for churches after the August 24, 2016 Central Italy earthquake, file e14fb26a-e858-3de1-e053-1705fe0ac030
|
3
|
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Repair of severely-damaged RC exterior beam-column joints with FRP and FRCM composites, file e14fb26b-80ae-3de1-e053-1705fe0ac030
|
3
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|
Confinement of reinforced concrete columns by means of carbon-FRCM jackets, file e14fb26b-dcb5-3de1-e053-1705fe0ac030
|
3
|
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Structural assessment of masonry arch bridges with settled supports, file e14fb26b-f63d-3de1-e053-1705fe0ac030
|
3
|
|
Experimental behavior of reinforced concrete columns confined with carbon-FRCM composites, file e14fb26c-f5a0-3de1-e053-1705fe0ac030
|
3
|
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Seismic reliability of reinforced concrete bridges subject to environmental deterioration and strengthened with FRCM composites, file e14fb26d-06cb-3de1-e053-1705fe0ac030
|
3
|
|
Expected losses vs earthquake magnitude curves, for seismic risk mitigation and for insurance purposes, file 1e377b38-4939-4518-b7f6-15a73d1ce6ff
|
2
|
|
Cyclic behaviour of grouted duct connections in RC precast structures, file 6343ce05-01a9-4331-827d-f25242bedc67
|
2
|
|
Shear transfer in fly ash-concrete with electric arc furnace aggregates, file 7d6a782c-aa03-4a4f-9849-1629a35d1700
|
2
|
|
On the seismic reliability of code-compliant reinforced concrete buildings in Italy, file aada023c-a03e-4c1a-be37-d80c1055774d
|
2
|
|
New trends in assessing the prestress loss in post-tensioned concrete bridges, file c636031f-0465-4997-ad62-79b13089c408
|
2
|
|
Predicting bond formulations for prestressed concrete elements, file e14fb268-1d21-3de1-e053-1705fe0ac030
|
2
|
|
Cost analysis for maintenance and seismic retrofit of existing bridges, file e14fb268-c7af-3de1-e053-1705fe0ac030
|
2
|
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Experimental behavior of beam-column joints made with EAF concrete under cyclic loading, file e14fb269-b02f-3de1-e053-1705fe0ac030
|
2
|
|
Bond between steel reinforcement bars and electric arc furnace slag concrete, file e14fb269-b143-3de1-e053-1705fe0ac030
|
2
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Building damage assessment after the Riviera del Brenta tornado, northeast Italy, file e14fb269-b6c7-3de1-e053-1705fe0ac030
|
2
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L’analisi di profittabilità per l’identificazione dell’ottimale strategia di retrofit sismico per impianti produttivi suscettibili a business interruption, file e14fb26a-495b-3de1-e053-1705fe0ac030
|
2
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The seismic risk map of Italy, file e14fb26a-5ddb-3de1-e053-1705fe0ac030
|
2
|
|
La Perdita Annua Media Comunale (PAMC): un indicatore economico per la definizione della mappa del rischio sismico in Italia, file e14fb26a-5de2-3de1-e053-1705fe0ac030
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2
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Collapse mechanisms of masonry arches with settled springing, file e14fb26a-604e-3de1-e053-1705fe0ac030
|
2
|
|
Elastoplastic-damaged meso-scale modelling of concrete with recycled aggregates, file e14fb26a-7a47-3de1-e053-1705fe0ac030
|
2
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|
The influence of record selection in assessing uncertainty of failure rates, file e14fb26a-900e-3de1-e053-1705fe0ac030
|
2
|
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Interaction between building collapse and road serviceability during seismic emergency operations in urban centers, file e14fb26a-9104-3de1-e053-1705fe0ac030
|
2
|
|
Risk-based probabilistic seismic hazard analysis considering parameter uncertainties, file e14fb26b-1f3d-3de1-e053-1705fe0ac030
|
2
|
|
Seismic reliability assessment of code-conforming reinforced concrete buildings made with electric arc furnace slag aggregates, file e14fb26b-e817-3de1-e053-1705fe0ac030
|
2
|
|
Assessing uncertainty in the computation of seismic failure rates due to record-selection, file e14fb26b-f63a-3de1-e053-1705fe0ac030
|
2
|
|
Reliability analysis of carbonation for recycled aggregate concretes, file e14fb26b-f63b-3de1-e053-1705fe0ac030
|
2
|
|
Elastoplastic-damaged meso-scale modelling of concrete with recycled aggregates, file e14fb26e-b15e-3de1-e053-1705fe0ac030
|
2
|
|
Confinement of concrete with FRCM: Influence of bond aspects under cyclic axial loading, file e83d76d3-3fd1-4d8f-9b18-91c22c7de321
|
2
|
|
Seismic risk analysis of distribution linear infrastructures, file 0d3aab85-9fef-427f-b47d-f47b2f0c30af
|
1
|
|
Influence of Bond Conditions on the Confinement Effectiveness of FRCM Composites, file 1c456305-8a74-4d6b-a542-1ab6d583089a
|
1
|
|
Self-compacting concrete manufactured with recycled concrete aggregate: An overview, file 384322cc-052f-4c76-8100-9dd921113082
|
1
|
|
Mechanical strength and environmental sustainability of EAF concrete, file 433c6758-f11c-4a51-91ba-8b60eb479a11
|
1
|
|
Behavior of EAF Concrete Under Cyclic Axial Loading, file 5d0cf2d7-ad23-454b-9dde-930fac5cd67f
|
1
|
|
Confinement of reinforced concrete columns with glass fiber reinforced cementitious matrix jackets, file b8659651-8ccd-4bb3-b28c-a23420e57ea5
|
1
|
|
FRCM confinement as a repair technique for seismically damaged RC columns, file ca8b76f5-fda4-4d4b-8c3b-22dd08f032dd
|
1
|
|
Seismic behavior of damaged RC columns repaired with FRCM composites, file d92804a3-81c0-4350-b51d-c3bb8569f0e0
|
1
|
|
Hoop fiber and surface matrix strain development on concrete members confined with FRCM composites, file e1227e59-5ed1-42fa-908a-a90cb14d7e23
|
1
|
|
Valorization of co-combustion fly ash in concrete production, file e14fb268-24de-3de1-e053-1705fe0ac030
|
1
|
|
Sustainable management and supply of natural and recycled aggregates in a medium-size integrated plant, file e14fb268-c6ef-3de1-e053-1705fe0ac030
|
1
|
|
null, file e14fb269-29c9-3de1-e053-1705fe0ac030
|
1
|
|
Derivation of analytical seismic fragility functions for common masonry bridge types: methodology and application to real cases, file e14fb269-b0ef-3de1-e053-1705fe0ac030
|
1
|
|
Influence of damage on the seismic failure analysis of masonry arches, file e14fb269-b0f1-3de1-e053-1705fe0ac030
|
1
|
|
Probabilistic seismic risk forecasting of aging bridge networks, file e14fb269-b197-3de1-e053-1705fe0ac030
|
1
|
|
null, file e14fb269-be40-3de1-e053-1705fe0ac030
|
1
|
|
Cementing efficiency of electric arc furnace dust in mortars, file e14fb26a-17b8-3de1-e053-1705fe0ac030
|
1
|
|
Demolition waste management after recent Italian earthquakes, file e14fb26a-1ce3-3de1-e053-1705fe0ac030
|
1
|
|
Effects of chemical admixtures on the rheology of fresh recycled aggregate concretes, file e14fb26a-1f46-3de1-e053-1705fe0ac030
|
1
|
|
Transmission length formulations for prestressed concrete elements, file e14fb26a-9013-3de1-e053-1705fe0ac030
|
1
|
| Totale |
1.129 |