POLITECNICO DI BARI - Catalogo dei prodotti della Ricerca

Raffaele, Domenico
 Distribuzione geografica
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Continente #
EU - Europa 132
AS - Asia 21
NA - Nord America 13
Totale 166
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Nazione #
IT - Italia 78
IE - Irlanda 23
FR - Francia 17
US - Stati Uniti d'America 13
VN - Vietnam 10
CN - Cina 6
DE - Germania 6
PL - Polonia 6
SG - Singapore 5
FI - Finlandia 2
Totale 166
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Città #
Bari 46
Dublin 23
Dong Ket 7
Malden 7
Molfetta 7
Rome 7
Bremen 6
Warsaw 6
Singapore 5
Matera 4
Xian 4
Hanoi 3
Mola Di Bari 3
Helsinki 2
Shenyang 2
Arzano 1
Ashburn 1
Buffalo 1
Noicattaro 1
Potenza 1
Redmond 1
Riva 1
Salice Salentino 1
San Mateo 1
Seattle 1
Totale 142
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Nome #
Vibrations Induced by Mechanical Rock Excavation on R.C. Buildings in an Urban Area, file dd89f8a6-9607-ccdd-e053-6605fe0a1b87 32
Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 1—mechanical interpretation of the infill/frame interaction and formulation of the procedure, file dd89f8a5-9280-ccdd-e053-6605fe0a1b87 25
A Simplified Procedure for the Seismic Design of Hybrid Connections in Precast Concrete Structures, file dd89f8a2-b06e-ccdd-e053-6605fe0a1b87 24
Refinement and Validation of the Simple Lateral Mechanism Analysis (SLaMA) Procedure for RC Frames, file 16924b21-79d6-4d73-968b-462441095955 12
The influence of infilled panels in retrofitting interventions of existing reinforced concrete buildings: a case study, file 2eace2c6-16db-4128-b889-6af9d7f9ca3b 12
Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 2—parametric analysis and validation of the procedure, file 32b77e26-a868-40c5-889d-6737fb80a0ea 8
The influence of infilled panels in retrofitting interventions of existing reinforced concrete buildings: a case study, file dd89f8a2-8a72-ccdd-e053-6605fe0a1b87 7
Influence of infill panels and floor system in the fragility analysis of existing rc buildings: a case study, file dd89f8a5-86e4-ccdd-e053-6605fe0a1b87 5
On the role of equivalent strut models in the seismic assessment of infilled RC buildings, file dd89f8a2-89a0-ccdd-e053-6605fe0a1b87 4
Prime considerazioni sul comportamento delle costruzioni nel terremoto de L’Aquila, file dd89f8a2-89f8-ccdd-e053-6605fe0a1b87 4
Simplified vulnerability assessment of reinforced concrete circular piers in multi-span simply supported bridges, file dd89f8a2-8d44-ccdd-e053-6605fe0a1b87 3
Gaining experience in designing R.C. Structures by Strut-and-Tie model: the case of a typical bridge deck subjected to horizontal actions, file dd89f8a2-8f5a-ccdd-e053-6605fe0a1b87 3
Validation of an analytical displacement-based pushover for multi-span continuous deck bridges, file dd89f8a5-86e3-ccdd-e053-6605fe0a1b87 3
About the influence of the infill panels over the collapse mechanisms actived under pushover analyses: Two case studies, file dd89f8a2-8ae6-ccdd-e053-6605fe0a1b87 2
Viscoelastic behaviour of non-homogeneous variable-section beams with post-poned restraints, file dd89f8a2-8e32-ccdd-e053-6605fe0a1b87 2
An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process, file dd89f8a2-b2fb-ccdd-e053-6605fe0a1b87 2
An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process, file dd89f8a2-b2fc-ccdd-e053-6605fe0a1b87 2
Seismic analysis of RC buildings by modeling floor deformability and infill walls, file dd89f8a5-2e33-ccdd-e053-6605fe0a1b87 2
Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 1—mechanical interpretation of the infill/frame interaction and formulation of the procedure, file b1a74117-cfa5-4d1c-8508-e2095f2375fa 1
An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process, file dd89f8a2-890b-ccdd-e053-6605fe0a1b87 1
Designing Simply Supported R.C. Bridge Decks Subjected to In-Plane Actions: Strut-and-Tie Model Approach, file dd89f8a2-92f1-ccdd-e053-6605fe0a1b87 1
The design of r.c. bridge deck subjected to horizontal actions by strut-and-tie model, file dd89f8a2-9efa-ccdd-e053-6605fe0a1b87 1
Methodological approach to evaluate multi hazard risk on bridges and viaducts, file dd89f8a2-a3b9-ccdd-e053-6605fe0a1b87 1
Strut-and-tie models to design bridge floors subjected to horizontal actions, file dd89f8a2-a717-ccdd-e053-6605fe0a1b87 1
Buckling of Rectangular Isolated R.C. Columns: Closed-form Approximation for Interaction Domains, file dd89f8a2-ae45-ccdd-e053-6605fe0a1b87 1
An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process, file dd89f8a2-b2fa-ccdd-e053-6605fe0a1b87 1
Viscoelastic behaviour of non-homogeneous variable-section beams with post-poned restraints, file dd89f8a2-b368-ccdd-e053-6605fe0a1b87 1
Formulazione semplificata per il calcolo in forma chiusa del diagramma Momento-Curvatura di una sezione circolare cava in C.A., file dd89f8a2-bcc9-ccdd-e053-6605fe0a1b87 1
About the seismic return period: A simplified algorithm, file dd89f8a2-c17b-ccdd-e053-6605fe0a1b87 1
La forma dell'architettura del sale, aspetti costruttivi e caratteri simbolici tra internità e paesaggio. Progetto di un sistema espositivo volto al riuso del magazzino del sale di Cagliari di Pier Lugi Nervi, file dd89f8a3-915d-ccdd-e053-6605fe0a1b87 1
Analytical seismic assessment of RC dual wall/frame systems using SLaMA: Proposal and validation, file dd89f8a6-a3fd-ccdd-e053-6605fe0a1b87 1
Refinement and Validation of the Simple Lateral Mechanism Analysis (SLaMA) Procedure for RC Frames, file dd89f8a6-c408-ccdd-e053-6605fe0a1b87 1
Totale 166
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Categoria #
all - tutte 316
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 316
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202031 3 5 20 0 0 0 0 0 2 0 1 0
2020/202139 2 0 0 3 2 0 2 14 6 1 0 9
2021/202228 0 5 0 2 1 0 0 0 0 0 3 17
2022/202334 3 1 0 1 6 0 0 0 23 0 0 0
2023/202420 0 0 0 0 1 2 11 4 2 0 0 0
Totale 166