| Nome |
# |
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State-of-the-art on steel exoskeletons for seismic retrofit of existing RC buildings, file e268a731-5b01-4c8f-e053-1705fe0a812c
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1.548
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Aluminium framing members in facades, file e268a72d-f4b2-4c8f-e053-1705fe0a812c
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1.040
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Design and performance testing of a skylight in Qatar, file e268a72d-f354-4c8f-e053-1705fe0a812c
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961
|
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Ductility and Behaviour Factor of RC Frame - Perforated SPSW Dual Systems, file e268a72f-5618-4c8f-e053-1705fe0a812c
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862
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Seismic vulnerability of building aggregates through hybrid and indirect assessment techniques, file e268a72d-f288-4c8f-e053-1705fe0a812c
|
321
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FULL AND PERFORATED METAL PLATE SHEAR WALLS AS BRACING SYSTEMS FOR SEISMIC UPGRADING OF EXISTING RC BUILDINGS, file e268a72d-f298-4c8f-e053-1705fe0a812c
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302
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Robustness assessment approaches for steel framed structures under catastrophic events, file e268a72d-f1c1-4c8f-e053-1705fe0a812c
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284
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Perforated metal shear panels as bracing devices of seismic-resistant structures, file e268a72e-2c61-4c8f-e053-1705fe0a812c
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248
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Seismic vulnerability assessment methods applied to the historic built-up of Arsita within the 2009 post-earthquake reconstruction plan, file e268a72d-f179-4c8f-e053-1705fe0a812c
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219
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Numerical calibration of an easy method for seismic behaviour assessment on large scale of masonry building aggregates, file e268a72d-f29c-4c8f-e053-1705fe0a812c
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190
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Numerical model upgrading of a historical masonry building damaged during the 2016 Italian earthquakes: the case study of the Podestà palace in Montelupone (Italy), file e268a72f-5426-4c8f-e053-1705fe0a812c
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181
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Strip Model Analysis for Steel Plate Shear Walls in Earthquake Resistant Structures, file e268a72f-61d0-4c8f-e053-1705fe0a812c
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177
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Multi-Criteria Decision Methods for Structural Modification Interventions: Vertical Addition and Seismic Retrofitting, file e268a72d-f1af-4c8f-e053-1705fe0a812c
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157
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Innovative steel 3D trusses for preservating archaeological sites: Design and preliminary results, file e268a730-d668-4c8f-e053-1705fe0a812c
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152
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Evaluation of different approaches for the estimation of the seismic vulnerability of masonry towers, file e268a72f-5b2f-4c8f-e053-1705fe0a812c
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142
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Damage Probability Matrices and Empirical Fragility Curves From Damage Data on Masonry Buildings After Sarpol-e-zahab and Bam Earthquakes of Iran, file e268a731-d569-4c8f-e053-1705fe0a812c
|
136
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Seismic retrofitting by FRP of a school building damaged by Emilia-Romagna earthquake, file e268a72d-fc0f-4c8f-e053-1705fe0a812c
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130
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Ambient vibration test and numerical investigation on the St. Giuliano church in Poggio Picenze (L’aquila, Italy), file e268a730-c985-4c8f-e053-1705fe0a812c
|
119
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Comparative fragility methods for seismic assessment of masonry buildings located in Muccia (Italy), file e268a730-c982-4c8f-e053-1705fe0a812c
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118
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Time-Dependent Corrosion Wastage Model for Wrought Iron Structures, file e268a730-d442-4c8f-e053-1705fe0a812c
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118
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Perforated Shear Panels for Seismic Rehabilitation of Existing Reinforced Concrete Buildings, file e268a72d-f101-4c8f-e053-1705fe0a812c
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115
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Local- and global-scale seismic analyses of historical masonry compounds in San Pio delle Camere (L`Aquila, Italy), file e268a72f-5713-4c8f-e053-1705fe0a812c
|
96
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|
New factors for the seismic vulnerability assessment of reinforced concrete buildings, file e268a72d-f2ef-4c8f-e053-1705fe0a812c
|
95
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Gli effetti delle alte temperature sulla risposta sismica degli edifici in muratura, file e268a72e-03bd-4c8f-e053-1705fe0a812c
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95
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Seismic Behaviour and Retrofitting of a School Masonry Building subject to the 2012 Emilia-Romagna Earthquake, file e268a72d-f2fe-4c8f-e053-1705fe0a812c
|
93
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|
Consolidation methods of Romanian historical building with composite materials, file e268a72f-5e5d-4c8f-e053-1705fe0a812c
|
85
|
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Theoretical and Numerical Seismic Analysis of Masonry Building Aggregates: Case Studies in San Pio Delle Camere (L’Aquila, Italy), file e268a72f-5794-4c8f-e053-1705fe0a812c
|
84
|
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Induced seismic-site effects on the vulnerability assessment of a historical centre in the molise Region of Italy: Analysis method and real behaviour calibration based on 2002 earthquake, file e268a731-d233-4c8f-e053-1705fe0a812c
|
82
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Seismic residual capacity assessment of framed structures damaged by exceptional actions, file e268a72e-1e85-4c8f-e053-1705fe0a812c
|
81
|
|
Experimental ambient vibration tests and numerical investigation on the Sidoni Palace in Castelnuovo of San Pio (L'Aquila, Italy), file e268a730-4162-4c8f-e053-1705fe0a812c
|
79
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Seismic and Robustness Design of Steel Frame Buildings, file e268a72f-602f-4c8f-e053-1705fe0a812c
|
72
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Seismic damage assessment of school buildings after 2012 Emilia Romagna earthquake, file e268a72e-0337-4c8f-e053-1705fe0a812c
|
68
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Damage scenario-based approach and retrofitting strategies for seismic risk mitigation: an application to the historical Centre of Sant’Antimo (Italy), file e268a730-f718-4c8f-e053-1705fe0a812c
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68
|
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On the selection by MCDM methods of the optimal system for seismic retrofitting and vertical addition of existing buildings, file e268a72e-2c64-4c8f-e053-1705fe0a812c
|
64
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Large scale seismic vulnerability and risk evaluation of a masonry churches sample in the historical centre of Naples, file e268a72f-5691-4c8f-e053-1705fe0a812c
|
61
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Behaviour of welded aluminium T-stub joints under monotonic loading, file e268a731-51e9-4c8f-e053-1705fe0a812c
|
60
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|
Smartphone e tablet: il ruolo delle nuove tecnologie per il GIS nel piano di ricostruzione del Comune di Arsita (TE), file e268a72e-01f6-4c8f-e053-1705fe0a812c
|
55
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School damage assessment of school buildings after 2012 Emilia Romagna earthquake, file e268a72e-0278-4c8f-e053-1705fe0a812c
|
51
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Numerical prediction of the non-linear behaviour of perforated metal shear panels, file e268a72e-03b1-4c8f-e053-1705fe0a812c
|
48
|
|
Optimal seismic upgrading of a reinforced concrete school building with metal-based devices using an efficient multi-criteria decision-making method, file e268a72f-5b99-4c8f-e053-1705fe0a812c
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46
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Simplified and refined analyses for seismic investigation of historical masonry clusters: Comparison of results and influence of the structural units position, file e268a730-debe-4c8f-e053-1705fe0a812c
|
44
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Rubble masonry response under cyclic actions: The experience of L'Aquila city (Italy), file e268a72d-e645-4c8f-e053-1705fe0a812c
|
43
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|
Comparison between in situ experimental data and Italian code standard values, file e268a72e-01f3-4c8f-e053-1705fe0a812c
|
39
|
|
The influence of local mechanisms on large scale seismic vulnerability estimation of masonry building aggregates, file e268a72f-5ed3-4c8f-e053-1705fe0a812c
|
39
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|
Seismic Vulnerability and Fragility of Existing Italian Industrial Steel Buildings, file e268a72f-0761-4c8f-e053-1705fe0a812c
|
36
|
|
Seismic Vulnerability Assessment and Loss Estimation of an Urban District of Timisoara, file e268a730-4e50-4c8f-e053-1705fe0a812c
|
34
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|
Experimental and numerical researches on aluminium alloy systems for structural applications in civil engineering fields, file e268a72d-f25b-4c8f-e053-1705fe0a812c
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33
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On the influence of the aggregate condition on the vibration period of masonry buildings: A case study in the district of Naples, file e268a72f-5545-4c8f-e053-1705fe0a812c
|
33
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|
Concept, prototyping and application of a tensioning system for FRP ties into masonry structures, file e268a72f-5ecd-4c8f-e053-1705fe0a812c
|
33
|
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Seismic Vulnerability and Damage Speedy Estimation of an Urban Sector within the Municipality of San Potito Sannitico (Caserta, Italy), file e268a72f-056f-4c8f-e053-1705fe0a812c
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32
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Comparative seismic evaluation between numerical analysis and Italian Guidelines on Cultural Heritage applied to the case study of a masonry building compound, file e268a72f-6124-4c8f-e053-1705fe0a812c
|
30
|
|
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds, file e268a730-bc51-4c8f-e053-1705fe0a812c
|
26
|
|
Geo-hazard-based approach for the estimation of seismic vulnerability and damage scenarios of the old city of senerchia (Avellino, Italy), file e268a730-d667-4c8f-e053-1705fe0a812c
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26
|
|
Seismic Vulnerability and Fragility of Industrial Steel Buildings Affected by the Emilia-Romagna Earthquake, file e268a72d-fab5-4c8f-e053-1705fe0a812c
|
25
|
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Seismic vulnerability and damage of Italian historical centres: a case study in the Campania region, file e268a72f-5889-4c8f-e053-1705fe0a812c
|
24
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|
Vulnerability reduction of existing buildings and design of new structures in seismic area, file e268a72f-5cd7-4c8f-e053-1705fe0a812c
|
23
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|
Innovative and Traditional Techniques for Seismic Retrofitting of an Existing RC School Building: Life Cycle Assessment and Performance Ranking through MCDM Methods, file e268a72d-fb70-4c8f-e053-1705fe0a812c
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21
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|
Large-scale seismic vulnerability and risk of masonry churches in seismic-prone areas: Two territorial case studies, file e268a730-d440-4c8f-e053-1705fe0a812c
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21
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Seismic vulnerability of different in geometry historic masonry towers, file e268a72f-53e1-4c8f-e053-1705fe0a812c
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20
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Assessment of the design criteria for concentric V-braced steel structures according to Italian and European codes, file e268a72f-5f4b-4c8f-e053-1705fe0a812c
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20
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Energy and Seismic Recovering of Ancient Hamlets: the Case of Baia e Latina, file e268a730-398e-4c8f-e053-1705fe0a812c
|
19
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Seismic-Energy Combined Retrofit Systems of Historical Buildings, file 640064fc-9de0-45af-932e-cc956d68f993
|
18
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Parametric analysis on first mode failure mechanisms of masonry building compounds: application to case studies, file e268a72d-fd18-4c8f-e053-1705fe0a812c
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18
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|
On the Origin of I Beams and Quick Analysis on the Structural Efficiency of Hot-rolled Steel Members, file e268a72e-bc49-4c8f-e053-1705fe0a812c
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18
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Open Challenges in Seismic Design of New Structures and Vulnerability Reduction of Existing Buildings, file e268a72f-08dd-4c8f-e053-1705fe0a812c
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17
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Seismic investigation and upgrading of disused industrial buildings a case study, file 57548aa3-7b98-4af3-abdc-95e2b7ae720a
|
16
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|
Statistical model analysis of typical bridges considering the actual seismic damage observation database, file 35d4f131-d6fb-4a9f-807a-aa5cd0ccfbce
|
15
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|
Numerical non-linear behaviour of Aluminium Perforated Shear Walls: A parametric study, file e268a72d-f167-4c8f-e053-1705fe0a812c
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15
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|
Simplified and refined methods for seismic vulnerability assessment and retrofitting of an Italian cultural heritage masonry building, file e268a72f-532a-4c8f-e053-1705fe0a812c
|
15
|
|
Seismic and energy integrated retrofit of buildings: A critical review, file 248f8b5c-77eb-42d5-84b3-254ebf9a2572
|
13
|
|
The influence of geo-hazard effects on the physical vulnerability assessment of the built heritage: An application in a district of Naples, file e268a730-a78a-4c8f-e053-1705fe0a812c
|
13
|
|
Editorial: Seismic Analysis and Retrofitting of Historical Buildings, file e268a731-e21b-4c8f-e053-1705fe0a812c
|
12
|
|
Seismic vulnerability analysis and retrofitting of the SS. Rosario church bell tower in finale emilia (Modena, Italy), file e268a730-dd28-4c8f-e053-1705fe0a812c
|
11
|
|
Seismic vulnerability of industrial steel structures with masonry infills using a numerical approach, file 9b0c4c74-2640-48d2-b26b-a95e342c8684
|
10
|
|
Integrated Empirical-mechanical Seismic Vulnerability Analysis Method for Masonry Buildings in Timișoara: Validation based on the 2009 Italian Earthquake, file e268a731-d457-4c8f-e053-1705fe0a812c
|
10
|
|
Low yield metals and perforated steel shear walls for seismic protection of existing RC buildings, file e268a730-4cc7-4c8f-e053-1705fe0a812c
|
9
|
|
Improving the Structural Reliability of Steel Frames Using Posttensioned Connections, file e268a730-bfb5-4c8f-e053-1705fe0a812c
|
9
|
|
FRP-strengthening of curved masonry structures: Local Bond behavior and global response, file e268a72f-5bcb-4c8f-e053-1705fe0a812c
|
8
|
|
Seismic and energetic interventions on a typical south Italy residential building: Cost analysis and tax detraction, file e268a730-a393-4c8f-e053-1705fe0a812c
|
8
|
|
Seismic investigation on a masonry building compound in the historical centre of Bacoli (Naples), file e268a72d-fb27-4c8f-e053-1705fe0a812c
|
7
|
|
Mechanical-physical experimental tests on lime mortars and bricks reinforced with hemp, file e268a72f-5882-4c8f-e053-1705fe0a812c
|
7
|
|
Seismic Behaviour Assessment of Steel Moment Resisting Frames Under Near-Field Earthquakes, file e268a730-fe0d-4c8f-e053-1705fe0a812c
|
7
|
|
Experimental and Numerical Study of Perforated Steel Plate Shear Panels, file e268a731-eff8-4c8f-e053-1705fe0a812c
|
7
|
|
The robustness of reinforced concrete tied arch bridges: A case study, file b525115d-bb6d-499d-a1a3-cc6556615d1c
|
6
|
|
Experimental Tests on Cement Mortars Manufactured with Hemp Flour, file e268a731-d4c0-4c8f-e053-1705fe0a812c
|
5
|
|
Iterative Finite Element Analysis of Concrete-Filled Steel Tube Columns Subjected to Axial Compression, file 7920155b-0a55-49b1-8504-bc8dc407c9df
|
3
|
|
Laboratory tests on hydraulic lime mortar reinforced with jute fibres, file e268a731-d59f-4c8f-e053-1705fe0a812c
|
3
|
|
Experimental Tests on Lightweight Cement Mortar and Concrete with Recycled Plastic Wastes, file 06ed271b-915c-474e-9568-8c90fabd16e2
|
2
|
|
SEISMIC VULNERABILITY ASSESSMENT OF A 17TH CENTURY NEAPOLITAN FARM, file 8dc16387-f614-4474-b2a6-00a6b2935292
|
2
|
|
Stato dell’arte sugli esoscheletri in acciaio per il retrofit sismico di costruzioni esistenti in calcestruzzo armato, file e268a730-fb93-4c8f-e053-1705fe0a812c
|
2
|
|
Seismic Vulnerability Assessment and Strengthening Interventions of Structural Units of a Typical Clustered Masonry Building in the Campania Region of Italy, file 5cded846-2e32-4aa1-a865-ad81282b7b0a
|
1
|
|
Innovative steel connections for the retrofit oftimber floors in ancient buildings: a numerical investigation, file e268a72c-cb0d-4c8f-e053-1705fe0a812c
|
1
|
|
The role of massive vaults and buttresses in masonry building aggregates: A case study, file e268a730-43dc-4c8f-e053-1705fe0a812c
|
1
|
|
Seismic assessment of Romanian Orthodox masonry churches in the Banat area through a multi-level analysis framework, file ec2e558c-e4d0-49af-84a3-e687d6832aaf
|
1
|
| Totale |
9.814 |