POLITECNICO DI BARI - Catalogo dei prodotti della Ricerca

Trentadue, Francesco
 Distribuzione geografica
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Continente #
EU - Europa 5.473
NA - Nord America 4.649
AS - Asia 3.306
SA - Sud America 619
Continente sconosciuto - Info sul continente non disponibili 187
AF - Africa 54
OC - Oceania 8
Totale 14.296
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Nazione #
US - Stati Uniti d'America 4.536
RU - Federazione Russa 2.041
IT - Italia 1.106
CN - Cina 1.094
SG - Singapore 944
BR - Brasile 525
UA - Ucraina 405
IE - Irlanda 397
HK - Hong Kong 329
PL - Polonia 280
VN - Vietnam 251
DE - Germania 233
SE - Svezia 221
TR - Turchia 179
KR - Corea 178
BG - Bulgaria 169
GB - Regno Unito 151
FR - Francia 148
FI - Finlandia 122
NL - Olanda 117
JP - Giappone 106
CA - Canada 60
IN - India 56
MY - Malesia 36
AR - Argentina 33
BD - Bangladesh 31
MX - Messico 30
BE - Belgio 23
ZA - Sudafrica 23
IQ - Iraq 20
EC - Ecuador 17
ID - Indonesia 16
AT - Austria 13
CL - Cile 10
MA - Marocco 10
PH - Filippine 10
SA - Arabia Saudita 10
AU - Australia 8
LT - Lituania 8
UY - Uruguay 8
EG - Egitto 7
PY - Paraguay 7
VE - Venezuela 7
CO - Colombia 6
ES - Italia 6
JO - Giordania 6
UZ - Uzbekistan 6
AE - Emirati Arabi Uniti 5
EU - Europa 5
HU - Ungheria 5
NP - Nepal 5
AL - Albania 4
EE - Estonia 4
LU - Lussemburgo 4
TN - Tunisia 4
TW - Taiwan 4
BO - Bolivia 3
CH - Svizzera 3
JM - Giamaica 3
KE - Kenya 3
NI - Nicaragua 3
OM - Oman 3
PK - Pakistan 3
TT - Trinidad e Tobago 3
BA - Bosnia-Erzegovina 2
CU - Cuba 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
GR - Grecia 2
HN - Honduras 2
LV - Lettonia 2
PA - Panama 2
PE - Perù 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
CI - Costa d'Avorio 1
CR - Costa Rica 1
DM - Dominica 1
DZ - Algeria 1
GH - Ghana 1
GT - Guatemala 1
GY - Guiana 1
HT - Haiti 1
IL - Israele 1
IR - Iran 1
KG - Kirghizistan 1
KW - Kuwait 1
KZ - Kazakistan 1
LA - Repubblica Popolare Democratica del Laos 1
LK - Sri Lanka 1
NG - Nigeria 1
PT - Portogallo 1
RO - Romania 1
RS - Serbia 1
Totale 14.108
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Città #
Dallas 601
Singapore 522
Jacksonville 521
Chandler 437
Dublin 393
Moscow 353
Hong Kong 324
Warsaw 274
Ashburn 253
The Dalles 211
San Jose 185
Hefei 183
Rome 179
Seoul 176
Sofia 169
Izmir 166
Council Bluffs 164
Nanjing 160
Bari 147
Ann Arbor 140
Santa Clara 129
New York 128
Malden 121
Boardman 115
Tokyo 105
Beijing 96
Ho Chi Minh City 93
Kent 86
Wilmington 82
Bremen 80
Lawrence 80
Lauterbourg 78
San Mateo 72
Milan 65
Brielle 62
Hanoi 60
Helsinki 56
Nanchang 56
Woodbridge 54
Ogden 50
Los Angeles 45
Houston 43
São Paulo 40
Kunming 35
Tianjin 34
Shenyang 32
Orem 29
Jiaxing 26
Columbus 22
Hebei 21
Rio de Janeiro 21
Verona 21
Brussels 20
Frankfurt am Main 20
Shanghai 20
Brooklyn 19
Changsha 19
Chennai 19
San Francisco 19
Denver 17
Guangzhou 17
Bologna 16
Naples 16
London 15
Montreal 15
Poplar 15
Amsterdam 14
Haiphong 14
Munich 14
Phoenix 14
Toronto 14
Lanzhou 12
Molfetta 12
Redmond 12
Redwood City 12
Turin 12
Belo Horizonte 11
Hillsboro 11
Johannesburg 11
Mexico City 11
Orange 11
Stockholm 11
Vienna 11
Atlanta 10
Barletta 10
Brasília 10
Brindisi 10
Cagliari 10
Falkenstein 10
Genoa 10
Manchester 10
Ottawa 10
Palermo 10
Chicago 9
Conversano 9
Da Nang 9
Lecce 9
Campinas 8
Florence 8
Wuhan 8
Totale 8.209
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Nome #
Analisi termica di solai in latero-cemento sottoposti a carico d’incendio 720
A Two-Step Hybrid Approach for Modeling the Nonlinear Dynamic Response of Piezoelectric Energy Harvesters 264
A micromechanical model for a non-linear elastic granular material based on local equilibrium conditions 242
Alcune linee di ricerca nel campo della progettazione strutturale 235
Bending Stiffness of Truss-Reinforced Steel-Concrete Composite Beams 221
Sul comportamento a flessione dei solai latero-cementizi 209
Numerical and experimental assessment of various non-classical methods for parametric identification of nonlinear viscous dampers 208
Optimal design of energy harvesting from vibration subject to stochastic colored Gaussian process 207
Il progetto di una rete per il monitoraggio dinamico del ponte girevole San Francesco da Paola a Taranto 195
Resistenza a taglio dei solai misti 194
An equilibrium-based approach for the micromechanical modelling of a non-linear elastic granular material 191
Analysis of piezoelectric energy harvester under modulated and filtered white Gaussian noise 191
New analytical model for the hoop contribution to the shear capacity of circular reinforced concrete columns 189
A rigid-plastic micromechanical modeling of a random packing of frictional particles 189
Rinforzi strutturali con uso di compositi a matrice polimerica. Indagine sperimentale. Parte II 187
A predictive micromechanically-based model for damage and permanent deformations in copolymer sutures 187
A DIRECT METHOD FOR SOLVING SAINT VENANT PROBLEM 184
La instabilità delle travi reticolari miste autoportanti 184
A class of metamaterials based on the tensegrity concept 184
Stability domain and design of a plane metamaterial made up of a periodic mesh of rods with cross-bracing cables 184
Constrained reliability-based optimization of linear tuned mass dampers for seismic control 182
Structural reliability sensitivities under nonstationary random vibrations 180
Closed-form approximations of interaction diagrams for assessment and design of reinforced concrete columns and concrete-filled steel tubes with circular cross-section 179
A minimum principle for contact forces in random packings of elastic frictionless particles 177
Analisi sperimentale e modellazione teorica dei rinforzi in direzione trasversale dei solai mediante l’applicazione di tessuto in fibra di carbonio 173
Elastic response of an optimal tensegrity-type metamaterial 172
A predictive microstructure inspired approach for anisotropic damage, residual stretches and hysteresis in biodegradable sutures 165
A Heuristic Approach to Identify the Steel Grid Direction of R/C Slabs Using the Yield-Line Method for Analysis 163
A multiscale model for anisotropic damage and hysteresis in biodegradable polymers 162
Optimal complexity and fractal limits of self-similar tensegrities 162
Il contributo dei laterizi alla resistenza a taglio dei solai misti 161
A predictive model for the hysteretic and damage behavior of rubberlike materials 161
Structural design of composite concrete-steel beams with spatial truss reinforcerment elements 159
Sulla normativa tecnica dei solai laterocementizi: i componenti 159
Minimum weight design of non-linear elastic structures with prescribed buckling strength 156
Maximum reliability design of elastic structures subject to random dynamic loads 152
Optimum design criteria for elastic structures subject to random dynamic loads 149
SULL'INFLUENZA DELLE IMPERFEZIONI NEI FENOMENI DI INSTABILITA' DELL'EQUILIBRIO DELLE STRUTTURE ELASTICHE 149
Optimum reliability based design criteria for elastic structures subject to random dynamic loads 148
Minimum weight design of non-linear elastic structures with multimodal buckling constraints 148
Simplified lateral-torsional buckling analysis in special truss-reinforced composite steel-concrete beams 147
Elastic stability of a lattice of cross-braced shear deformable beams 146
Numerical study on the optimal sensor placement for historic swing bridge dynamic monitoring 146
Optimal arch shape solution under static vertical loads 146
Closed-form approximation of the axial force-bending moment interaction diagram for hollow circular reinforced concrete cross-sections 146
Tailored multiscale instabilities in a grid metamaterial 143
Stochastic optimum design criterion of added viscous dampers for building seismic protection 143
EFFECT OF FLUCTUATION OF DISPLACEMENT FIELD ON TTHE ELASTIC BEHAVIOUR OF GRANULAR MATERIALS 143
Stochastic reliability based design criteria for linear structure subject to random vibrations 143
Comparison on different approaches for robust optimum design of tuned mass dampers 142
Stochastic optimum design criterion for linear damper devices for seismic protection of buildings 141
Rinforzi strutturali con uso di compositi a matrice polimerica. Indagine sperimentale 141
Fractality in optimal selfsimilar elastic structures 140
Limit analysis of frictional block assemblies by means of fictitious associative-type contact interface laws 137
A new approach to the limit analysis of masonry structures as assemblies of rigid-plastic blocks with frictional sliding contacts 137
Volume optimization of end-clamped arches 136
EFFECT OF INITIAL IMPERFECTION ON BUCKLING OF SPACE TRUSS STRUCTURES 136
Self-supporting steel truss for mixed steel-concrete truss systems 135
Optimal arches shape for single-point-supported deck bridges 134
Optimization of tensegral roofs for innovative greenhouses 133
PROGETTO DI MINIMO PESO DI STRUTTURE NON LINEARI SOGGETTE A STATI CRITICI MULTIPLI 133
UN ALGORITMO PER L'OTTIMIZZAZIONE DI STRUTURE ELASTICHE SOGGETTE A FENOMENI DI INSTABILITA' DELL'EQUILIBRIO 132
Volume optimization of end-clamped arches = Optimización de volumen para arcos empotrados 131
L'influenza dei laterizi nella resistenza a taglio dei solai misti 131
Volume/thrust optimal shape criteria for arches under static vertical loads 129
Fuzzy Structural Analysis of a Tuned Mass Damper Subject to Random Vibration 128
Non-self-supporting steel truss for mixed steel-concrete truss systems 128
Sensitivity anlysis of optimum stochastic nonstationary response spectra under uncertain soil parameters 127
Dynamical monitoring of "San Francesco Da Paola" bridge: esperimental and information based strategies 127
Stability domain and optimal design of a metamaterial made-up of a beam lattice with diagonal cables 126
Maximum reliability design of elastic structures subject to random dynamic loads 126
Fractality in selfsimilar minimal mass structures 126
Thrust in a symmetric masonry arch with frictional joints on spreading supports 124
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 124
Stability and Optimal Complexity of a Self-similar Tensegrity Column 123
Morphological optimization of tensegrity-type metamaterials 119
L'influenza dei laterizi sul comportamento a flessione dei solai 118
Dynamic monitoring of the “St. Francesco da Paola” swing bridge in Taranto: experimental and information based technologies 118
On the role of symmetry in Saint-Venant's problem 116
Dynamic monitoring of the “St. Francesco da Paola” swing bridge in Taranto: optimal sensors placement techniques 115
PROGETTO DI MINIMO PESO DI STRUTTURE ELASTICHE NON LINEARI SOGGETTE AD INSTABILITA' DELL'EQUILIBRIO 113
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 113
Numerical and experimental assesment of various non classical methods for parametric identification of non linear viscous dampers 110
Optymal complexity of self-similar tensegrities 107
Nonlinear energy localisation in a model of plane metamaterial 104
Structural optimization of elastic circular arches and design criteria 104
Tunable shear stiffness in a metamaterial sheet 103
Optimal complexity of self-similar tensegrities 95
Metamaterials with extreme elastic response 95
Optimal Design of Elastic Circular Plane Arches 93
Energy harvesting from piezoelectric strips attached to systems under random vibrations 89
A compact anisotropic model for the mechanical response of double network hydrogels 12
Chirality effects in the stability analysis of periodic lattice with generic rigid finite size joints 11
Inversion symmetry in separable line, area and volume elastic energies 9
Totale 14.296
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Categoria #
all - tutte 57.809
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 57.809
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022930 0 15 5 149 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
2026/2027133 76 57 0 0 0 0 0 0 0 0 0 0
Totale 14.296