POLITECNICO DI BARI - Catalogo dei prodotti della Ricerca

Diaferio, Mariella
 Distribuzione geografica
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Continente #
NA - Nord America 5.610
EU - Europa 5.481
AS - Asia 4.100
SA - Sud America 785
Continente sconosciuto - Info sul continente non disponibili 239
AF - Africa 61
OC - Oceania 15
AN - Antartide 1
Totale 16.292
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Nazione #
US - Stati Uniti d'America 5.435
RU - Federazione Russa 2.186
CN - Cina 1.381
SG - Singapore 1.172
IT - Italia 763
BR - Brasile 641
IE - Irlanda 535
UA - Ucraina 460
HK - Hong Kong 386
VN - Vietnam 283
DE - Germania 262
SE - Svezia 253
TR - Turchia 228
KR - Corea 211
BG - Bulgaria 201
FR - Francia 200
PL - Polonia 170
GB - Regno Unito 137
JP - Giappone 130
FI - Finlandia 129
CA - Canada 98
IN - India 62
NL - Olanda 52
AR - Argentina 48
BD - Bangladesh 41
MX - Messico 40
MY - Malesia 39
EC - Ecuador 35
ES - Italia 27
ZA - Sudafrica 26
BE - Belgio 22
ID - Indonesia 21
IQ - Iraq 21
IR - Iran 21
NO - Norvegia 18
VE - Venezuela 17
EU - Europa 15
UZ - Uzbekistan 15
PH - Filippine 13
PY - Paraguay 13
AU - Australia 12
AT - Austria 11
AE - Emirati Arabi Uniti 10
CL - Cile 9
PK - Pakistan 9
CO - Colombia 8
NP - Nepal 8
RO - Romania 8
HN - Honduras 7
IL - Israele 7
MA - Marocco 7
PE - Perù 7
SA - Arabia Saudita 7
EG - Egitto 6
LT - Lituania 6
PA - Panama 6
TN - Tunisia 6
AL - Albania 5
BA - Bosnia-Erzegovina 5
CR - Costa Rica 5
DZ - Algeria 5
KE - Kenya 5
KG - Kirghizistan 5
KZ - Kazakistan 5
UY - Uruguay 5
AZ - Azerbaigian 4
DO - Repubblica Dominicana 4
HR - Croazia 4
JM - Giamaica 4
NI - Nicaragua 4
OM - Oman 4
CH - Svizzera 3
CZ - Repubblica Ceca 3
GR - Grecia 3
HU - Ungheria 3
LB - Libano 3
MM - Myanmar 3
NZ - Nuova Zelanda 3
TT - Trinidad e Tobago 3
BO - Bolivia 2
DK - Danimarca 2
GT - Guatemala 2
LA - Repubblica Popolare Democratica del Laos 2
LU - Lussemburgo 2
PT - Portogallo 2
RS - Serbia 2
SK - Slovacchia (Repubblica Slovacca) 2
AM - Armenia 1
AQ - Antartide 1
BF - Burkina Faso 1
BT - Bhutan 1
BW - Botswana 1
BY - Bielorussia 1
CI - Costa d'Avorio 1
EE - Estonia 1
IS - Islanda 1
JO - Giordania 1
KH - Cambogia 1
KW - Kuwait 1
LK - Sri Lanka 1
Totale 16.058
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Città #
Dallas 711
Jacksonville 582
Singapore 561
Dublin 530
Chandler 476
Moscow 412
Hong Kong 384
Ashburn 346
San Jose 252
Ann Arbor 237
Council Bluffs 237
The Dalles 219
Hefei 217
Nanjing 215
Seoul 208
Sofia 201
Izmir 194
Rome 188
Malden 163
Warsaw 163
Boardman 150
Santa Clara 149
Bari 146
Tokyo 127
New York 116
Ho Chi Minh City 108
Kent 102
Nanchang 97
Bremen 95
Lawrence 95
Lauterbourg 88
Wilmington 86
Beijing 77
San Mateo 73
Ogden 68
Hanoi 60
Helsinki 56
Los Angeles 56
São Paulo 52
Milan 50
Orem 50
Shenyang 49
Brooklyn 44
Hebei 44
Woodbridge 36
Kunming 33
Phoenix 33
Houston 30
Ottawa 29
Shanghai 28
Jiaxing 27
Toronto 27
Columbus 26
San Francisco 26
Tianjin 26
Chennai 25
Montreal 23
Guangzhou 20
Brussels 19
Manchester 19
Washington 19
Amsterdam 18
Changsha 18
Denver 18
Rio de Janeiro 18
Dearborn 16
Redwood City 16
Hillsboro 15
Jinan 15
Ningbo 15
Chicago 14
Frankfurt am Main 14
Munich 14
Tashkent 14
Wuhan 14
Dhaka 13
Lanzhou 13
Porto Alegre 13
Brasília 12
Brielle 12
Curitiba 12
Hangzhou 12
London 12
Mumbai 12
Ardabil 11
Poplar 11
Atlanta 10
Belo Horizonte 10
Quito 10
Salvador 10
Seattle 10
Basingstoke 9
Changchun 9
Da Nang 9
Guayaquil 9
Johannesburg 9
Mexico City 9
Mountain View 9
Vienna 9
Zhengzhou 9
Totale 9.463
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Nome #
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 1: Progetto e ottimizzazione 283
Architetture per ‹‹Progetto Sud›› alla 10.Mostra Internazionale di Architettura di Venezia 2006 276
A "deformable section" model for the dynamics of suspension bridges. Part II: Nonlinear analysis and large amplitude oscillations 268
Resonances detected on a historical tower under bells’ forced vibrations 263
Ambient vibration testing and operational modal analysis of a historic tower 237
Aluminium-Steel Energy Dissipators for Passive Protection of Structures 231
A nonlinear numerical model of a historical slender structure 229
A preliminary approach of dynamic identification of slender buildings by neuronal networks 228
Ambient vibration testing, dynamic identification and model updating of a historic tower 226
Ambient vibration testing and analysis of the bells oscillations of an historic masonry structure 225
A procedure for the seismic risk assessment of the cultural heritage 224
Sistemi di sicurezza meccatronici innovativi (cablati e wireless) per applicazioni ferroviarie, aerospaziali e robotiche (MASSIME) 223
Analysis of a mock-up of a new sustainable easy-assembling modular arch 215
Il progetto di ricerca PON "STEM_STELO" 210
Damage identification in truss structures 209
Seismic risk assessment of Trani’s Cathedral bell tower in Apulia, Italy 202
Some issues in the Structural Health Monitoring of a railway viaduct by ground based radar interferometry 202
Design of the Set-Up for Ambient Vibration and Dynamic forced Tests on a Cable-Stayed Bridge 195
Parameterization and Mechanical Behavior of Multi-block Columns 188
Dynamic behavior of a Historic Tower in Bari 188
Experimental methodology for measuring the structural dynamic transmission damping of a cultural heritage tower 188
Seismic risk assessment of a medieval tower: The case study of Craco 186
A simplified beam model for the study of an historical bell tower: experimental tests and FE analysis 185
Accurate model updating of a historic tower by means of dynamical experimental data 182
S.M.ART. BUIL.T.: a project for the risk prevention of historical heritage 180
Analisi di vibrazioni ambientali, identificazione dinamica e validazione del modello di una torre storica 179
Dynamic Identification and Non-Destructive Characterization of a Greek Heritage Building 175
Dissipatori isteretici a taglio in alluminio e acciaio. Parte 2: Prove di caratterizzazione 175
Comportamento dinamico di nuovi dissipatori in alluminio e acciaio 173
Dynamic identification of the tower of the provincial administration building, Bari, Italy 169
Correlation curves to characterize concrete strength by means of UPV tests 169
Smoothed "slack cable" models for large amplitude oscillations of suspension bridges 167
The dynamic experimental behavior of a new aluminium passive protection device in a 3D frame 165
Dynamic testing of a historical slender building using accelerometers and radar 162
Response of middle-rise steel frames with and without passive dampers to near-field ground motions 162
Trani Cathedral bell tower: dynamic identification and finite element model 160
Design Optimization of Aluminium-Steel Devices for Passive Protection of Structures 159
Operational Modal Analysis of a Historic Tower in Bari 159
Structural identification and numerical models for slender historical structures 159
Non-destructive damage detection and retrofitting techniques on a historical masonry tower 157
Model Updating Based On The Dynamic Identification Of A Baroque Bell Tower 157
Mechanical behaviour of steel frames subjected to near field ground motions 154
Shear Panels for the Seismic Protection of Buildings 154
Risposta di edifici a sismi di tipo impulsivo in zone prossime alle faglie 150
Performance of seismic shear panels under near-field motions 150
Hysteretic dissipators made of aluminum and steel: optimal design and preliminary characterization tests 149
Experimental Investigations and Numerical Simulations for the Seismic Assessment of a Masonry Building 149
Optimal design of a new seismic passive protection device made in aluminium and steel 147
Dynamic behavior of new aluminum–steel energy dissipating devices 147
Model Updating Through Identified Frequencies of an Historical Stocky Structure Building with Wooden Floors 147
Identification of the modal properties of a building of the Greek heritage 147
Concrete Structures: Latest Advances and Prospects for a Sustainable Future 145
Identification of local damage in beams and frames 144
Mechanical behaviour of buildings under seismic input in near-field areas 144
Model Updating Based On The Dynamic Identification Of A Baroque Bell Tower 142
Design and performance of a hysteretic dissipator 142
Mechanical behavior of buildings subjected to impulsive motions 141
Dynamic Identification of the Collapse Mechanisms of a Masonry Arch 140
Identification of the modal properties of an instrumented building 140
Dynamic Identification on an Irregular Structure 139
Preliminary analysis and characterization of a base isolator made with steel cylinders rolling on rubber layers 139
Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data 137
Preliminary OMA Results on a Soft Calcarenite Stone Bell-Tower in Mola di Bari (Italy) 135
Identification of the modal properties of a squat historic tower for the tuning of a FE model 134
Unilateral behavior of the suspending hangers in the wind induced response of large span bridges 134
Vulnerability analysis of a slender building made of coupled concrete and masonry materials 133
Modelli continui non lineari per ponti sospesi soggetti ad azioni eoliche 131
Identification of the modal properties of an historic masonry clock tower 130
Satellite Data for Structural Monitoring of Historical Building: The Temple of Minerva Medica in Rome 130
Una tecnica di regolarizzazione per la dinamica non lineare di strutture sospese: validazione agli elementi finiti 129
Measuring the modal parameters of a cultural heritage tower by using strong-motion signals 129
On the Use of Dynamic and Ground Penetrating Radar Tests for the Identification of an Historical Bell Tower 127
Optimal model through identified frequencies of a masonry building structure with wooden floors 127
The effects of the mechanical behavior of hangers on the nonlinear dynamical response of suspended structures 126
On the response of r.c. buildings to near-field ground motions 125
Modal identification of localised damage in beams and trusses: experimental and numerical results 125
Non-destructive monitoring of an old masonry clock tower with forced and environmental actions 123
Nonlinear oscillations of suspended bridges and footbridges: a regularization technique for non-smooth hangers behavior 123
Dynamic analysis of a historical fortified tower 123
Classification Algorithms for Damage Identification in Framed Structures by Means of Natural Frequencies 121
Numerical modal analysis and identification of a historical bell tower of the XVIII century 121
Structural identification and numerical models for slender historical structures 119
Non-destructive characterization and identification of the modal parameters of an old masonry tower 118
Monitoring and structural identification of a “star-shaped” reinforced concrete bell tower 117
Modal identification of damaged frames 116
Dynamic identification and finite model updating of Trani Cathedral's bell tower 116
Non-destructive damage detection and retrofitting techniques on a historical masonry tower 116
Experimental Testing and Numerical Analysis of a Barrel Vault 116
Selection Criteria of Experimental Setup for Historical Structures 116
Modal parameters identification on environmental tests of an ancient tower and validation of its FE model 115
On the nonlinear behavior of r.c. buildings in near-field areas 113
On the dynamic response of suspended footbridges 113
MECHANICAL PROPERTIES OF HISTORICAL MASONRY WALLS THROUGH FLAT JACK TESTS 111
The seismic response of a multi-drum stone colonnade 111
Prediction of resonantly forced vibrations for suspended footbridges 109
The clock tower of Trani Castle: non-destructive monitoring and data analysis 106
On the dynamic response of suspended footbridges 105
Optimal model of a masonry building structure with wooden floors 104
ON THE ASSESSMENT OF MASONRY STRUCTURES 97
NON-DESTRUCTIVE TESTS FOR THE ASSESSMENT OF R.C. BUILDINGS 96
Totale 15.677
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Categoria #
all - tutte 64.116
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 64.116
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.030 0 0 12 151 84 7 27 57 88 224 99 281
2022/20231.520 148 80 40 147 180 127 1 88 588 52 57 12
2023/2024936 31 21 28 49 254 193 22 29 88 12 25 184
2024/20252.319 56 42 244 45 152 48 133 138 360 324 541 236
2025/20266.904 168 812 545 980 446 605 1.565 930 283 253 196 121
2026/2027332 92 165 75 0 0 0 0 0 0 0 0 0
Totale 16.292