| Nome |
# |
|
A framework for probabilistic seismic risk assessment of NG distribution networks, file e14fb26a-9a72-3de1-e053-1705fe0ac030
|
133
|
|
Center and Characteristic Seismic Reliability as new indexes for accounting uncertainties in seismic reliability analysis, file e14fb26b-b35d-3de1-e053-1705fe0ac030
|
118
|
|
Reliability-based analysis of recycled aggregate concrete under carbonation, file e14fb26b-242b-3de1-e053-1705fe0ac030
|
114
|
|
Structural health monitoring for performance assessment of bridges under flooding and seismic actions, file e14fb26b-905c-3de1-e053-1705fe0ac030
|
108
|
|
State-of-research on performance indicators for bridge quality control and management, file e14fb26b-c1b4-3de1-e053-1705fe0ac030
|
101
|
|
Analysis of the 2016 Amatrice earthquake macroseismic data, file e14fb269-b93f-3de1-e053-1705fe0ac030
|
85
|
|
Preliminary macroseismic survey of the 2016 amatrice seismic sequence, file e14fb26a-5e9a-3de1-e053-1705fe0ac030
|
80
|
|
Municipal expected annual loss as an indicator to develop seismic risk maps in Italy, file e14fb26b-f4ea-3de1-e053-1705fe0ac030
|
66
|
|
Performance goal assessment for existing bridges subject to pier local scour, file e14fb26a-925d-3de1-e053-1705fe0ac030
|
22
|
|
Seismic reliability analysis of a r.c. arch bridge, file 5244dfa0-7013-463c-bcf8-4738c7671c2b
|
16
|
|
Seismic vulnerability of bridges in transport networks subjected to environmental deterioration, file e14fb267-aa1a-3de1-e053-1705fe0ac030
|
14
|
|
REPAIR OF SEVERELY DAMAGED RC COLUMNS THROUGH FRCM COMPOSITES, file e14fb26d-77d1-3de1-e053-1705fe0ac030
|
14
|
|
Sustainable mixes for 3D printing of earth-based constructions, file 972be898-2573-4315-91ed-164cc8d42be5
|
12
|
|
Assessment of a municipal solid waste incinerator bottom ash as a candidate pozzolanic material: Comparison of test methods, file e14fb26f-52e0-3de1-e053-1705fe0ac030
|
12
|
|
Reversible ground motion-to-intensity conversion equations based on the EMS-98 scale, file e14fb26b-8113-3de1-e053-1705fe0ac030
|
11
|
|
Seismic behavior of precast reinforced concrete column-to-foundation grouted duct connections, file e14fb26f-7a45-3de1-e053-1705fe0ac030
|
8
|
|
Structural Health Monitoring and Design Code compliance for performance assessment of bridges under scour and seismic hazards, file e14fb26a-92d0-3de1-e053-1705fe0ac030
|
7
|
|
Seismic reliability of RC buildings made with EAF concretes, file e14fb26f-7d9b-3de1-e053-1705fe0ac030
|
7
|
|
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
|
6
|
|
A CAT bond-based coverage scheme for the Italian residential building stock, file b13ceb03-3f5a-4165-a53e-279997fd846e
|
5
|
|
Sustainable management of demolition waste in post-quake recovery processes: The Italian experience, file e14fb26a-1ed7-3de1-e053-1705fe0ac030
|
5
|
|
Qualitative performance indicators for bridge management in Italy, file e14fb26a-9105-3de1-e053-1705fe0ac030
|
5
|
|
Structural reliability of bridges realized with reinforced concretes containing electric arc furnace slag aggregates, file e14fb26b-a48d-3de1-e053-1705fe0ac030
|
5
|
|
Resilience assessment framework for critical infrastructure in a multi-hazard environment: Case study on transport assets, file e14fb26d-0949-3de1-e053-1705fe0ac030
|
5
|
|
Repair of seismically damaged RC columns through FRCM Composites, file 41197d73-98d7-4e48-aa21-5daba418517c
|
4
|
|
Reinforced concrete and masonry arch bridges in seismic areas: typical deficiencies and retrofitting strategies, file e14fb267-ad4f-3de1-e053-1705fe0ac030
|
4
|
|
A framework for assessing the seismic risk map of Italy and developing a sustainable risk reduction program, file e14fb26b-8115-3de1-e053-1705fe0ac030
|
4
|
|
Exterior RC beam-column joints made with recycled concrete: experimental behavior under lateral cyclic reversed loading, file e14fb26b-8406-3de1-e053-1705fe0ac030
|
4
|
|
Confinement of reinforced concrete columns with glass fiber reinforced cementitious matrix jackets, file e14fb26d-4151-3de1-e053-1705fe0ac030
|
4
|
|
Mappe di perdita regionali per la mitigazione del rischio sismico, file 082f9fdb-e8c5-41ab-838c-466bd43332db
|
3
|
|
Multi-hazard resilience assessment of prestressed highway bridge, file 9e22515d-1541-499f-9526-b0597a6c32ab
|
3
|
|
High performance concrete with electric arc furnace slag as aggregate: Mechanical and durability properties, file e14fb268-1f9a-3de1-e053-1705fe0ac030
|
3
|
|
La gestione delle verifiche post-sisma per le infrastrutture ferroviarie, file e14fb268-c03a-3de1-e053-1705fe0ac030
|
3
|
|
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
|
|
Failure analysis of masonry arch bridges subject to local pier scour, file e14fb26a-5ddf-3de1-e053-1705fe0ac030
|
3
|
|
Evidences from the preliminary macroseismic survey of the August 24, 2016 Amatrice seismic sequence (Central Italy), file e14fb26a-5e57-3de1-e053-1705fe0ac030
|
3
|
|
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
|
|
Repair of severely-damaged RC exterior beam-column joints with FRP and FRCM composites, file e14fb26b-80ae-3de1-e053-1705fe0ac030
|
3
|
|
Confinement of reinforced concrete columns by means of carbon-FRCM jackets, file e14fb26b-dcb5-3de1-e053-1705fe0ac030
|
3
|
|
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
|
|
Risk-based CAT bond pricing considering parameter uncertainties, file e14fb26c-f606-3de1-e053-1705fe0ac030
|
3
|
|
Seismic reliability of reinforced concrete bridges subject to environmental deterioration and strengthened with FRCM composites, file e14fb26d-06cb-3de1-e053-1705fe0ac030
|
3
|
|
A semi-analytical formulation for accounting uncertainties of hazard parameters in structural seismic reliability analysis, file e14fb26d-9b72-3de1-e053-1705fe0ac030
|
3
|
|
Expected losses vs earthquake magnitude curves, for seismic risk mitigation and for insurance purposes, file 1e377b38-4939-4518-b7f6-15a73d1ce6ff
|
2
|
|
Structural Reliability of Bridges Made with EAF Concretes, file 2df2571c-4096-4aa1-a203-da5be10d922d
|
2
|
|
A CAT bond-based coverage scheme proposal for Italy, file 35bbb24b-fbe1-497f-999c-569373d69954
|
2
|
|
Risk-based catastrophe bond design for a spatially distributed portfolio, file 5a9357d3-0cb2-4b07-bb47-2f03a68f2098
|
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
|
|
Structural behaviour of multi-storey buildings subjected to internal explosion, file e14fb268-c6f2-3de1-e053-1705fe0ac030
|
2
|
|
Cost analysis for maintenance and seismic retrofit of existing bridges, file e14fb268-c7af-3de1-e053-1705fe0ac030
|
2
|
|
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
|
|
Building damage assessment after the Riviera del Brenta tornado, northeast Italy, file e14fb269-b6c7-3de1-e053-1705fe0ac030
|
2
|
|
La classificazione del rischio sismico per gli impianti produttivi: proposta di una procedura probabilistica per la stima delle perdite dirette e di business interruption, file e14fb26a-42e7-3de1-e053-1705fe0ac030
|
2
|
|
Le polizze assicurative come strumento finanziario per il trasferimento del rischio sismico: stato dell’arte, file e14fb26a-4379-3de1-e053-1705fe0ac030
|
2
|
|
Pericolosità ed esposizione a livello mondiale: elementi primari da considerare per l’adozione di politiche di trasferimento del rischio all'industria assicurativa, file e14fb26a-456e-3de1-e053-1705fe0ac030
|
2
|
|
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
|
|
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
|
2
|
|
Sulla percezione dell'affidabilità delle stime di pericolosità sismica utilizzate nella progettazione delle strutture, file e14fb26a-5de4-3de1-e053-1705fe0ac030
|
2
|
|
Collapse mechanisms of masonry arches with settled springing, file e14fb26a-604e-3de1-e053-1705fe0ac030
|
2
|
|
The influence of record selection in assessing uncertainty of failure rates, file e14fb26a-900e-3de1-e053-1705fe0ac030
|
2
|
|
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
|
|
Seismic reliability analysis of a gravity-designed twospan open-spandrel reinforced concrete arch bridge, file e14fb26f-5915-3de1-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
|
|
Scenari di danno e perdite attese per i terremoti storici dell'Italia nord-orientale., file 18f69e52-6fd9-475c-abc7-2e9328267c0b
|
1
|
|
Influence of Bond Conditions on the Confinement Effectiveness of FRCM Composites, file 1c456305-8a74-4d6b-a542-1ab6d583089a
|
1
|
|
A CAT bond-based solution for seismic risk transfer in Italy, file 36e5e53a-c6bc-44e9-a229-41ae2a6c4102
|
1
|
|
Seismic loss assessment for the city of Ajdovščina (SLO), file 3f0fc3a0-7ed1-42ca-b923-a4aafa00704f
|
1
|
|
Mechanical strength and environmental sustainability of EAF concrete, file 433c6758-f11c-4a51-91ba-8b60eb479a11
|
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
|
|
In-situ investigations for the seismic assessment of existing bridges, file e14fb267-ad53-3de1-e053-1705fe0ac030
|
1
|
|
Fatigue cracks in orthotropic plates - A case study, file e14fb267-b838-3de1-e053-1705fe0ac030
|
1
|
|
A probabilistic strategy for seismic assessment and FRP retrofitting of existing bridges, file e14fb268-1d23-3de1-e053-1705fe0ac030
|
1
|
|
Valorization of co-combustion fly ash in concrete production, file e14fb268-24de-3de1-e053-1705fe0ac030
|
1
|
|
Contribution of in situ and laboratory investigations for assessing seismic vulnerability of existing bridges, file e14fb268-2574-3de1-e053-1705fe0ac030
|
1
|
|
Simplified seismic assessment of multi-span masonry arch bridges, file e14fb268-b50b-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
|
|
Demolition waste management after recent Italian earthquakes, file e14fb26a-1ce3-3de1-e053-1705fe0ac030
|
1
|
|
Transmission length formulations for prestressed concrete elements, file e14fb26a-9013-3de1-e053-1705fe0ac030
|
1
|
| Totale |
1.114 |