POLITECNICO DI BARI - Catalogo dei prodotti della Ricerca

Trentadue, Francesco
 Distribuzione geografica
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Continente #
EU - Europa 5.625
NA - Nord America 5.371
AS - Asia 3.322
SA - Sud America 633
Continente sconosciuto - Info sul continente non disponibili 190
AF - Africa 55
OC - Oceania 8
Totale 15.204
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Nazione #
US - Stati Uniti d'America 5.156
RU - Federazione Russa 2.043
IT - Italia 1.203
CN - Cina 1.095
SG - Singapore 947
BR - Brasile 533
UA - Ucraina 406
IE - Irlanda 397
HK - Hong Kong 329
PL - Polonia 281
SE - Svezia 256
VN - Vietnam 252
DE - Germania 234
TR - Turchia 180
KR - Corea 178
BG - Bulgaria 170
GB - Regno Unito 157
FR - Francia 148
FI - Finlandia 122
NL - Olanda 118
CA - Canada 110
JP - Giappone 106
IN - India 57
MY - Malesia 37
AR - Argentina 33
MX - Messico 33
BD - Bangladesh 31
BE - Belgio 23
ZA - Sudafrica 23
IQ - Iraq 20
EC - Ecuador 17
ID - Indonesia 17
HN - Honduras 14
AT - Austria 13
SA - Arabia Saudita 12
CL - Cile 10
CR - Costa Rica 10
ES - Italia 10
MA - Marocco 10
PH - Filippine 10
CO - Colombia 9
TT - Trinidad e Tobago 9
AU - Australia 8
LT - Lituania 8
UY - Uruguay 8
VE - Venezuela 8
EG - Egitto 7
PY - Paraguay 7
JM - Giamaica 6
JO - Giordania 6
NP - Nepal 6
SV - El Salvador 6
UZ - Uzbekistan 6
AE - Emirati Arabi Uniti 5
BO - Bolivia 5
EU - Europa 5
HU - Ungheria 5
IL - Israele 5
NI - Nicaragua 5
AL - Albania 4
CH - Svizzera 4
EE - Estonia 4
LU - Lussemburgo 4
TN - Tunisia 4
TW - Taiwan 4
CW - ???statistics.table.value.countryCode.CW??? 3
CZ - Repubblica Ceca 3
GP - Guadalupe 3
GT - Guatemala 3
KE - Kenya 3
OM - Oman 3
PK - Pakistan 3
PR - Porto Rico 3
BA - Bosnia-Erzegovina 2
CU - Cuba 2
DO - Repubblica Dominicana 2
GR - Grecia 2
LV - Lettonia 2
PA - Panama 2
PE - Perù 2
SC - Seychelles 2
AO - Angola 1
AZ - Azerbaigian 1
BB - Barbados 1
BF - Burkina Faso 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BS - Bahamas 1
BY - Bielorussia 1
BZ - Belize 1
CI - Costa d'Avorio 1
DM - Dominica 1
DZ - Algeria 1
GD - Grenada 1
GH - Ghana 1
GY - Guiana 1
HT - Haiti 1
IR - Iran 1
KG - Kirghizistan 1
KW - Kuwait 1
Totale 15.008
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Città #
Dallas 605
Singapore 525
Jacksonville 521
Chandler 437
Ashburn 398
Dublin 393
Moscow 353
Hong Kong 324
Warsaw 274
San Jose 245
Council Bluffs 244
The Dalles 211
Rome 187
Hefei 183
Seoul 176
Sofia 169
Izmir 166
Nanjing 160
Bari 148
Ann Arbor 140
Santa Clara 137
New York 133
Boardman 121
Malden 121
Tokyo 105
Beijing 97
Ho Chi Minh City 94
Kent 87
Wilmington 82
Bremen 80
Lawrence 80
Lauterbourg 78
San Mateo 72
Milan 67
Brielle 62
Hanoi 60
Helsinki 56
Nanchang 56
Woodbridge 55
Ogden 50
Los Angeles 49
Houston 46
São Paulo 42
Phoenix 40
Kunming 35
Tianjin 34
Shenyang 32
Orem 30
Jiaxing 26
Columbus 25
Denver 23
Rio de Janeiro 23
Brooklyn 21
Gravina in Puglia 21
Hebei 21
Verona 21
Brussels 20
Frankfurt am Main 20
San Francisco 20
Shanghai 20
Changsha 19
Chennai 19
Bologna 17
Guangzhou 17
Toronto 17
Conversano 16
London 16
Naples 16
Amsterdam 15
Montreal 15
Poplar 15
Ascoli Piceno 14
Haiphong 14
Munich 14
Turin 14
Atlanta 13
Palermo 13
Chicago 12
Lanzhou 12
Mexico City 12
Molfetta 12
Redmond 12
Redwood City 12
Belo Horizonte 11
Genoa 11
Hillsboro 11
Johannesburg 11
Orange 11
Stockholm 11
Vienna 11
Barletta 10
Brasília 10
Brindisi 10
Cagliari 10
Falkenstein 10
Manchester 10
Ottawa 10
Da Nang 9
Florence 9
Lecce 9
Totale 8.631
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Nome #
Analisi termica di solai in latero-cemento sottoposti a carico d’incendio 759
A Two-Step Hybrid Approach for Modeling the Nonlinear Dynamic Response of Piezoelectric Energy Harvesters 272
A micromechanical model for a non-linear elastic granular material based on local equilibrium conditions 251
Alcune linee di ricerca nel campo della progettazione strutturale 239
Bending Stiffness of Truss-Reinforced Steel-Concrete Composite Beams 231
Sul comportamento a flessione dei solai latero-cementizi 222
Numerical and experimental assessment of various non-classical methods for parametric identification of nonlinear viscous dampers 220
Il progetto di una rete per il monitoraggio dinamico del ponte girevole San Francesco da Paola a Taranto 213
Optimal design of energy harvesting from vibration subject to stochastic colored Gaussian process 212
A class of metamaterials based on the tensegrity concept 209
Resistenza a taglio dei solai misti 202
An equilibrium-based approach for the micromechanical modelling of a non-linear elastic granular material 201
A rigid-plastic micromechanical modeling of a random packing of frictional particles 200
Analysis of piezoelectric energy harvester under modulated and filtered white Gaussian noise 199
Rinforzi strutturali con uso di compositi a matrice polimerica. Indagine sperimentale. Parte II 198
A predictive micromechanically-based model for damage and permanent deformations in copolymer sutures 198
New analytical model for the hoop contribution to the shear capacity of circular reinforced concrete columns 196
A DIRECT METHOD FOR SOLVING SAINT VENANT PROBLEM 191
La instabilità delle travi reticolari miste autoportanti 191
Stability domain and design of a plane metamaterial made up of a periodic mesh of rods with cross-bracing cables 191
Structural reliability sensitivities under nonstationary random vibrations 190
A minimum principle for contact forces in random packings of elastic frictionless particles 187
Constrained reliability-based optimization of linear tuned mass dampers for seismic control 187
Closed-form approximations of interaction diagrams for assessment and design of reinforced concrete columns and concrete-filled steel tubes with circular cross-section 186
Analisi sperimentale e modellazione teorica dei rinforzi in direzione trasversale dei solai mediante l’applicazione di tessuto in fibra di carbonio 178
Elastic response of an optimal tensegrity-type metamaterial 177
A predictive microstructure inspired approach for anisotropic damage, residual stretches and hysteresis in biodegradable sutures 174
Il contributo dei laterizi alla resistenza a taglio dei solai misti 174
A multiscale model for anisotropic damage and hysteresis in biodegradable polymers 173
A predictive model for the hysteretic and damage behavior of rubberlike materials 171
A Heuristic Approach to Identify the Steel Grid Direction of R/C Slabs Using the Yield-Line Method for Analysis 170
Optimal complexity and fractal limits of self-similar tensegrities 169
Structural design of composite concrete-steel beams with spatial truss reinforcerment elements 165
Sulla normativa tecnica dei solai laterocementizi: i componenti 164
EFFECT OF FLUCTUATION OF DISPLACEMENT FIELD ON TTHE ELASTIC BEHAVIOUR OF GRANULAR MATERIALS 164
Tailored multiscale instabilities in a grid metamaterial 163
EFFECT OF INITIAL IMPERFECTION ON BUCKLING OF SPACE TRUSS STRUCTURES 162
Minimum weight design of non-linear elastic structures with prescribed buckling strength 162
Elastic stability of a lattice of cross-braced shear deformable beams 161
Rinforzi strutturali con uso di compositi a matrice polimerica. Indagine sperimentale 161
Maximum reliability design of elastic structures subject to random dynamic loads 161
Optimum design criteria for elastic structures subject to random dynamic loads 159
Optimum reliability based design criteria for elastic structures subject to random dynamic loads 157
Simplified lateral-torsional buckling analysis in special truss-reinforced composite steel-concrete beams 157
Optimal arch shape solution under static vertical loads 156
Stochastic reliability based design criteria for linear structure subject to random vibrations 156
A new approach to the limit analysis of masonry structures as assemblies of rigid-plastic blocks with frictional sliding contacts 156
Minimum weight design of non-linear elastic structures with multimodal buckling constraints 154
Numerical study on the optimal sensor placement for historic swing bridge dynamic monitoring 153
SULL'INFLUENZA DELLE IMPERFEZIONI NEI FENOMENI DI INSTABILITA' DELL'EQUILIBRIO DELLE STRUTTURE ELASTICHE 152
Closed-form approximation of the axial force-bending moment interaction diagram for hollow circular reinforced concrete cross-sections 151
Optimization of tensegral roofs for innovative greenhouses 149
Stochastic optimum design criterion of added viscous dampers for building seismic protection 149
Stochastic optimum design criterion for linear damper devices for seismic protection of buildings 149
L'influenza dei laterizi nella resistenza a taglio dei solai misti 149
Comparison on different approaches for robust optimum design of tuned mass dampers 148
Volume optimization of end-clamped arches 147
Self-supporting steel truss for mixed steel-concrete truss systems 145
Fractality in optimal selfsimilar elastic structures 145
Limit analysis of frictional block assemblies by means of fictitious associative-type contact interface laws 144
Stability domain and optimal design of a metamaterial made-up of a beam lattice with diagonal cables 143
Stability and Optimal Complexity of a Self-similar Tensegrity Column 143
Thrust in a symmetric masonry arch with frictional joints on spreading supports 140
Optimal arches shape for single-point-supported deck bridges 140
Volume optimization of end-clamped arches = Optimización de volumen para arcos empotrados 139
Maximum reliability design of elastic structures subject to random dynamic loads 139
PROGETTO DI MINIMO PESO DI STRUTTURE NON LINEARI SOGGETTE A STATI CRITICI MULTIPLI 138
UN ALGORITMO PER L'OTTIMIZZAZIONE DI STRUTURE ELASTICHE SOGGETTE A FENOMENI DI INSTABILITA' DELL'EQUILIBRIO 135
Sensitivity anlysis of optimum stochastic nonstationary response spectra under uncertain soil parameters 134
Fuzzy Structural Analysis of a Tuned Mass Damper Subject to Random Vibration 134
Morphological optimization of tensegrity-type metamaterials 134
Fractality in selfsimilar minimal mass structures 133
Volume/thrust optimal shape criteria for arches under static vertical loads 133
Dynamical monitoring of "San Francesco Da Paola" bridge: esperimental and information based strategies 131
Non-self-supporting steel truss for mixed steel-concrete truss systems 130
Metal structure for mixed self-supporting steel-concrete truss reticular system used in building, has rods constrained to upper longitudinal reinforcements at constraint of upper longitudinal reinforcements of module 127
L'influenza dei laterizi sul comportamento a flessione dei solai 124
Dynamic monitoring of the “St. Francesco da Paola” swing bridge in Taranto: experimental and information based technologies 122
On the role of symmetry in Saint-Venant's problem 121
Metal non-self-supporting lattice for realizing mixed steel-concrete reticular structure, has reinforcements comprising connecting rods stressed by tractive efforts in conditions of downward vertical load uniformly distributed on lattice 120
Dynamic monitoring of the “St. Francesco da Paola” swing bridge in Taranto: optimal sensors placement techniques 119
PROGETTO DI MINIMO PESO DI STRUTTURE ELASTICHE NON LINEARI SOGGETTE AD INSTABILITA' DELL'EQUILIBRIO 118
Numerical and experimental assesment of various non classical methods for parametric identification of non linear viscous dampers 116
Structural optimization of elastic circular arches and design criteria 115
Optymal complexity of self-similar tensegrities 111
Nonlinear energy localisation in a model of plane metamaterial 109
Tunable shear stiffness in a metamaterial sheet 108
Optimal complexity of self-similar tensegrities 106
Optimal Design of Elastic Circular Plane Arches 101
Metamaterials with extreme elastic response 99
Energy harvesting from piezoelectric strips attached to systems under random vibrations 93
A compact anisotropic model for the mechanical response of double network hydrogels 35
Chirality effects in the stability analysis of periodic lattice with generic rigid finite size joints 28
Inversion symmetry in separable line, area and volume elastic energies 16
Totale 15.204
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Categoria #
all - tutte 60.697
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 60.697
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022761 0 0 0 0 71 14 12 46 85 182 71 280
2022/20231.431 127 79 57 136 149 106 10 94 526 59 70 18
2023/2024833 41 32 34 27 267 130 24 17 81 9 14 157
2024/20251.883 73 54 153 23 122 23 160 185 266 133 451 240
2025/20266.231 179 770 394 788 372 582 1.455 849 177 395 167 103
2026/20271.041 76 167 372 409 17 0 0 0 0 0 0 0
Totale 15.204