POLITECNICO DI BARI - Catalogo dei prodotti della Ricerca

Diaferio, Mariella
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
EU - Europa 144
NA - Nord America 18
AS - Asia 8
Totale 170
Salva come PNG Salva come JPEG
Nazione #
IT - Italia 81
IE - Irlanda 25
US - Stati Uniti d'America 18
FR - Francia 17
DE - Germania 9
PL - Polonia 6
VN - Vietnam 6
CZ - Repubblica Ceca 2
HK - Hong Kong 2
RO - Romania 2
CH - Svizzera 1
RU - Federazione Russa 1
Totale 170
Salva come PNG Salva come JPEG
Città #
Bari 53
Dublin 25
Matera 12
Bremen 8
Malden 6
Warsaw 6
Dong Ket 3
Hanoi 3
Prad am Stilfser Joch 3
Ann Arbor 2
Lake Forest 2
Norwalk 2
Rome 2
Apricena 1
Ashburn 1
Central 1
Fairfield 1
Houston 1
Melito Di Napoli 1
Milpitas 1
Paris 1
University Park 1
Wilmington 1
Zurich 1
Totale 138
Salva come PNG Salva come JPEG
Nome #
Seismic risk assessment of Trani’s Cathedral bell tower in Apulia, Italy, file dd89f8a3-b90d-ccdd-e053-6605fe0a1b87 25
Resonances detected on a historical tower under bells’ forced vibrations, file dd89f8a4-d262-ccdd-e053-6605fe0a1b87 23
Modal identification of localised damage in beams and trusses: experimental and numerical results, file dd89f8a5-f3e1-ccdd-e053-6605fe0a1b87 19
A preliminary approach of dynamic identification of slender buildings by neuronal networks, file dd89f8a6-8631-ccdd-e053-6605fe0a1b87 11
On the vulnerability of an irregular reinforced concrete bell tower, file dd89f8a7-120c-ccdd-e053-6605fe0a1b87 11
Mechanical behavior of buildings subjected to impulsive motions, file dd89f8a6-83bf-ccdd-e053-6605fe0a1b87 8
Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data, file dd89f8a6-b8da-ccdd-e053-6605fe0a1b87 8
Health monitoring through a tuned FE model of a medieval tower placed in a landslide area, file dd89f8a7-0621-ccdd-e053-6605fe0a1b87 6
Response of middle-rise steel frames with and without passive dampers to near-field ground motions, file dd89f8a3-1d22-ccdd-e053-6605fe0a1b87 5
Preliminary OMA Results on a Soft Calcarenite Stone Bell-Tower in Mola di Bari (Italy), file dd89f8a3-c39c-ccdd-e053-6605fe0a1b87 5
Analysis of a mock-up of a new sustainable easy-assembling modular arch, file dd89f8a5-8dbe-ccdd-e053-6605fe0a1b87 5
Dynamic behavior of new aluminum–steel energy dissipating devices, file dd89f8a2-9180-ccdd-e053-6605fe0a1b87 4
A preliminary approach of dynamic identification of slender buildings by neuronal networks, file dd89f8a3-2634-ccdd-e053-6605fe0a1b87 4
Ambient vibration testing, dynamic identification and model updating of a historic tower, file dd89f8a2-8a1c-ccdd-e053-6605fe0a1b87 3
Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data, file dd89f8a4-1fcd-ccdd-e053-6605fe0a1b87 3
Identification of the modal properties of a building of the Greek heritage, file dd89f8a2-98ee-ccdd-e053-6605fe0a1b87 2
Aluminium-Steel Energy Dissipators for Passive Protection of Structures, file dd89f8a2-9ad8-ccdd-e053-6605fe0a1b87 2
Dynamic behavior of a Historic Tower in Bari, file dd89f8a2-9b67-ccdd-e053-6605fe0a1b87 2
The dynamic experimental behavior of a new aluminium passive protection device in a 3D frame, file dd89f8a2-a1c4-ccdd-e053-6605fe0a1b87 2
Damage identification in truss structures, file dd89f8a2-a4a1-ccdd-e053-6605fe0a1b87 2
On the nonlinear behavior of r.c. buildings in near-field areas, file dd89f8a2-c14f-ccdd-e053-6605fe0a1b87 2
Mechanical behavior of buildings subjected to impulsive motions, file dd89f8a6-83bb-ccdd-e053-6605fe0a1b87 2
A procedure for the seismic risk assessment of the cultural heritage, file dd89f8a6-8648-ccdd-e053-6605fe0a1b87 2
Optimal model through identified frequencies of a masonry building structure with wooden floors, file dd89f8a2-8fcf-ccdd-e053-6605fe0a1b87 1
Hysteretic dissipators made of aluminum and steel: optimal design and preliminary characterization tests, file dd89f8a2-939e-ccdd-e053-6605fe0a1b87 1
Optimal model of a masonry building structure with wooden floors, file dd89f8a2-9876-ccdd-e053-6605fe0a1b87 1
Model Updating Through Identified Frequencies of an Historical Stocky Structure Building with Wooden Floors, file dd89f8a2-98ea-ccdd-e053-6605fe0a1b87 1
On the Use of Dynamic and Ground Penetrating Radar Tests for the Identification of an Historical Bell Tower, file dd89f8a2-9993-ccdd-e053-6605fe0a1b87 1
Operational Modal Analysis of a Historic Tower in Bari, file dd89f8a2-9c73-ccdd-e053-6605fe0a1b87 1
Identification of the modal properties of an historic masonry clock tower, file dd89f8a2-9cd7-ccdd-e053-6605fe0a1b87 1
Identification of the modal properties of a squat historic tower for the tuning of a FE model, file dd89f8a2-9ce2-ccdd-e053-6605fe0a1b87 1
Ambient vibration testing and operational modal analysis of a historic tower, file dd89f8a2-9d79-ccdd-e053-6605fe0a1b87 1
Non-destructive monitoring of an old masonry clock tower with forced and environmental actions, file dd89f8a2-9d82-ccdd-e053-6605fe0a1b87 1
Dynamic Identification and Non-Destructive Characterization of a Greek Heritage Building, file dd89f8a2-a490-ccdd-e053-6605fe0a1b87 1
Dynamic Identification and Non-Destructive Characterization of a Greek Heritage Building, file dd89f8a2-b009-ccdd-e053-6605fe0a1b87 1
Identification of the modal properties of an instrumented building, file dd89f8a2-f2a0-ccdd-e053-6605fe0a1b87 1
Design Optimization of Aluminium-Steel Devices for Passive Protection of Structures, file dd89f8a3-0716-ccdd-e053-6605fe0a1b87 1
A nonlinear numerical model of a historical slender structure, file dd89f8a4-2458-ccdd-e053-6605fe0a1b87 1
Some issues in the Structural Health Monitoring of a railway viaduct by ground based radar interferometry, file dd89f8a6-8dd7-ccdd-e053-6605fe0a1b87 1
Totale 172
Salva come PNG Salva come JPEG
Categoria #
all - tutte 355
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 355
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20205 0 0 0 1 0 0 1 0 0 1 0 2
2020/202128 2 3 1 1 1 2 0 2 12 2 1 1
2021/202233 0 5 2 0 3 1 1 2 0 2 2 15
2022/202341 3 0 0 0 8 0 0 1 25 1 3 0
2023/202419 0 0 1 0 0 0 9 7 2 0 0 0
Totale 172