SCOTTA, ROBERTO
 Distribuzione geografica
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Continente #
NA - Nord America 11.106
AS - Asia 7.006
EU - Europa 3.708
SA - Sud America 1.230
AF - Africa 1.104
Continente sconosciuto - Info sul continente non disponibili 239
OC - Oceania 111
Totale 24.504
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Nazione #
US - Stati Uniti d'America 10.477
SG - Singapore 2.403
CN - Cina 1.405
IT - Italia 1.201
BR - Brasile 769
VN - Vietnam 765
HK - Hong Kong 731
FR - Francia 312
FI - Finlandia 281
DE - Germania 223
BD - Bangladesh 221
IN - India 194
SE - Svezia 176
PL - Polonia 153
RU - Federazione Russa 147
UA - Ucraina 142
GB - Regno Unito 132
IQ - Iraq 100
AR - Argentina 94
TR - Turchia 93
CA - Canada 92
PH - Filippine 71
ES - Italia 70
ID - Indonesia 70
MX - Messico 70
JP - Giappone 69
SA - Arabia Saudita 67
BJ - Benin 66
NL - Olanda 65
ZA - Sudafrica 62
EC - Ecuador 57
PK - Pakistan 57
CO - Colombia 54
AT - Austria 48
CL - Cile 47
PT - Portogallo 46
TN - Tunisia 46
PE - Perù 45
CH - Svizzera 44
KR - Corea 44
KE - Kenya 42
TW - Taiwan 42
VE - Venezuela 41
DZ - Algeria 40
IR - Iran 40
AU - Australia 39
BO - Bolivia 39
AE - Emirati Arabi Uniti 38
SI - Slovenia 38
BE - Belgio 37
CR - Costa Rica 37
IE - Irlanda 37
DO - Repubblica Dominicana 36
EG - Egitto 36
JO - Giordania 36
MA - Marocco 36
MY - Malesia 36
GR - Grecia 35
TH - Thailandia 35
UZ - Uzbekistan 35
BA - Bosnia-Erzegovina 34
PY - Paraguay 34
AZ - Azerbaigian 33
GH - Ghana 33
ZM - Zambia 33
MN - Mongolia 32
NP - Nepal 32
PA - Panama 32
ET - Etiopia 31
PS - Palestinian Territory 31
BG - Bulgaria 30
LB - Libano 30
CZ - Repubblica Ceca 29
GT - Guatemala 29
JM - Giamaica 29
UY - Uruguay 29
YT - Mayotte 29
CV - Capo Verde 28
HU - Ungheria 28
LV - Lettonia 28
MD - Moldavia 28
AD - Andorra 27
AL - Albania 27
AO - Angola 27
BF - Burkina Faso 27
BY - Bielorussia 27
CU - Cuba 27
KZ - Kazakistan 27
SK - Slovacchia (Repubblica Slovacca) 27
GA - Gabon 26
HN - Honduras 26
RO - Romania 26
RW - Ruanda 26
UG - Uganda 26
YE - Yemen 26
CD - Congo 25
CI - Costa d'Avorio 25
LC - Santa Lucia 25
LU - Lussemburgo 25
LY - Libia 25
Totale 23.103
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Città #
Singapore 1.457
San Jose 1.157
Ashburn 879
Woodbridge 808
Fairfield 782
Santa Clara 669
Ann Arbor 665
Hong Kong 663
Houston 510
Jacksonville 453
Chandler 357
Wilmington 300
Seattle 270
Ho Chi Minh City 250
Cambridge 237
Boardman 233
Los Angeles 204
Beijing 194
Princeton 174
Hanoi 163
Helsinki 144
Medford 138
Lauterbourg 131
Bytom 111
San Diego 108
Padova 106
Council Bluffs 102
Roxbury 100
Des Moines 85
Milan 76
New York 75
Rome 73
Nanjing 69
Cotonou 65
São Paulo 54
Baghdad 49
Buffalo 47
Chicago 47
Guangzhou 47
Da Nang 38
Haiphong 36
Dong Ket 35
Nairobi 34
Vienna 33
Accra 32
Amman 32
Tashkent 32
Lusaka 31
Tokyo 31
Ulan Bator 31
Baku 30
Panama City 30
San José 29
Addis Ababa 28
Lima 28
Orem 27
Andorra la Vella 26
Dublin 26
Kigali 26
Naples 26
Warsaw 26
Johannesburg 25
Rio de Janeiro 25
Verona 25
Atlanta 24
Castries 24
Dallas 24
Dushanbe 24
Kampala 24
Praia 24
Shenyang 24
Sydney 24
Bridgetown 23
Changsha 23
Dakar 23
Kingstown 23
Libreville 23
London 23
Luanda 23
Munich 23
Noumea 23
Antananarivo 22
Guayaquil 22
Havana 22
Managua 22
Montevideo 22
Riga 22
Riyadh 22
Tallinn 22
Tunis 22
Bishkek 21
Conakry 21
Djibouti 21
Hebei 21
Minsk 21
Niamey 21
Podgorica 21
Sanaa 21
Shanghai 21
Shenzhen 21
Totale 13.601
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Nome #
Il Calcolo agli Stati Limite Delle Strutture in Calcestruzzo Armato: Aspetti Teorici e Applicazioni Pratiche 401
Analysis of chloride diffusion into partially saturated concrete 295
Global damage indexes for the seismic performance assessement of r.c. structures 275
Validazione del metodo N1 per le analisi di pushover e proposta di un fattore correttivo 275
Behaviour factor for innovative massive timber shear walls 274
A Non Linear Numerical Model For The Assessment of the Seismic Behavior and Ductility Factor of X-Lam Timber Structures 262
A dissipative connector for CLT buildings: Concept, design and testing 261
An orthotropic damage model for masonry structures 256
A new dissipative connection for CLT buildings 255
Light steel-timber frame with composite and plaster bracing panels 248
Capacity design of traditional and innovative ductile connections for earthquake-resistant CLT structures 240
Membranes with embedded photovoltaic flexible cells: Structural and electrical performances under uniaxial and biaxial stresses 239
Safety assessment of trees used as anchors in cable-supported tree harvesting based on experimental observations 237
Shear behaviour of masonry panel: parametric FE analyses 236
X-bracket. A high-ductility and dissipative connection for earthquake-resistant cross-laminated timber structures 229
Comfort assessment of high-rise timber buildings exposed to wind-induced vibrations 225
Concrete-Plated Wooden Shear Walls: Structural Details, Testing, and Seismic Characterization 223
Passive control of precast building response using cladding panels as dissipative shear walls 210
Role of fastenings in modifying the hysteretic response of panel-to-panel joints for CLT structures 207
Seismic behaviour of wood-concrete frame shear-wall system and comparison with code provisions 205
Comparative cyclic tests of exterior flat slab–column connections in normal concrete and fiber-reinforced lightweight aggregate concrete 200
State of the Art on the Use of Trees as Supports and Anchors in Forest Operations 200
On the anchoring of timber walls to foundations: available strategies to prevent wood deterioration and on-site installation problems 199
Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 198
Development and characterization of a system for the seismic and energy retrofit of existing buildings 197
Retrofitting of La Fenice Theatre for Seismic Loads 194
Experimental and Numerical Analyses of New Massive Wooden Shear-Wall Systems 194
Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors 192
Cyclic response of concrete and R/C structures by an effective non-linear analysis tool 191
A Nonlinear Numerical Model for the Assesment of the Seismic Behaviour and Ductility Factor of X-Lam Timber Structures 191
Le pareti in calcestruzzo gettate entro blocco cassero in legno mineralizzato 189
Seismic and energy integrated retrofitting of existing buildings with an innovative icf-based system: Design principles and case studies 187
Numerical wind tunnel for aerodynamic and aeroelastic characterization of bridge deck sections 184
Seismic Response of a Platform-Frame System with Steel Columns 184
Optimal design of seismic retrofitting of RC frames with eccentric steel bracing 183
Influence of wall assembly on behaviour of cross-laminated timber buildings 183
Macro-element modelling of a dissipative connection for CLT structures 182
Flexural and shear capacity of composite steel truss and concrete beams with inferior precast concrete base 181
A fully coupled dynamic model for two-phase fluid flow in deformable porous media 180
Sperimentazione su Travi Reticolari Miste con Fondello in Laterizio 178
Preliminary Experiences and Basic Concepts on the Structural Performance of Hybrid Trussed Beams 176
Dynamic simulation of an irregular masonry building with different rehabilitation methods applied to timber floors 176
In-plane strengthening of masonry buildings with timber panels 174
Failure mechanism of masonry prism loaded in axial compression: computational aspects 170
Numerical simulation of the coupled tension-shear response of an innovative dissipative connection for CLT buildings 170
Seismic upgrading of an industrial historical RC building with eccentric bracing 169
A scalar damage model with a shear retention factor for the analysis of reinforced concrete structures: theory and validation 169
Experimentally based q-factor estimation of cross-laminated timber walls 169
A coupled damage model for RC structures: Proposal for a frost deterioration model and enhancement of mixed tension domain 168
Controllo passivo della risposta sismica di edifici prefabbricati con l'uso di connessioni dissipative 166
A fully coupled dynamic model for two-phase fluid flow in deformable porous media 165
Engineered Aluminium Beams for Anchoring Timber Buildings to Foundation 165
Long anchorage bond–slip formulation for modeling of r.c. elements and joints 164
Bond behaviour of a textile-reinforced mortar for AAC masonry 164
Seismic characterization of steel-timber shear walls with innovative bracing system 162
Bond-slip modeling in long anchorage condition 161
Structural dynamic and viscoelastic analysis via electric analogy 160
Effects of in-plane strengthening of timber floors in the seismic response of existing masonry buildings 160
Reinforced concrete structural elements cast into wood-chip cement formworks subjected to compression and out-of-plane bending 160
Coupled Environmental-Mechanical Damage Model of RC Structures 159
Seismic capacity of steel frames braced with cross-concentric rectangular plates: Non-linear analyses 159
Validation and improvement of N1 method for pushover analysis 158
Un nuovo metodo per la progettazione di controventi eccentrici a Y per l'adeguamento sismico di telai in CA esistenti. 158
Seismic demand and capacity assessment of suspended ceiling systems 158
HFBB model test for tall buildings: A comparative benchmark with a full-aeroelastic model 158
Seismic assessment of existing RC structures: non linear analyses of different building typologies. 157
HFFB Benchmark study of CAARC standard tall building 157
Light steel-timber frame with composite and plaster bracing panels 156
Nonlinear analysis of R/C shear walls subjected to seismic loadings 155
Non-linear Analysis of Reinforced Concrete Structures with a Fibres Two-Parameters Damage Model 154
Seismic capacity of irregular unreinforced masonry buildings with timber floors 154
NONLINEAR ANALYSIS OF R/C SHEAR WALLS SUBJECTED TO CYCLIC LOADINGS 153
New Design Procedure for Inverted-Y-Braced Systems For Seismic Retrofit Of Existing R.C. Frames 153
Structural Analysis and durability Assessment of Historical Construction Using a finite element Damage Model 151
Miglioramento sismico di torri snelle in muratura mediante dispositivi isteretici e precompressione parziale 151
Controllo passivo della risposta sismica di edifici prefabbricati utilizzando i pannelli di tamponamento come pareti di taglio dissipative 150
Utilizzo di esplosivi per il controllo delle demolizioni strutturali: simulazione numerica 150
Full-Aeroelastic Model of CAARC Building: Iterative Design Procedure and Wind Tunnel Tests 148
Development and validation of an analytical bond model for cyclic excitations 147
Experimental and numerical assessment of suspended ceiling joints 146
Proposal of an analytical-experimental procedure for determining the q-factor of timber building systems. 145
High-performance embedded approaches for CFD simulation. Towards the Virtual Wind Tunnel 145
Mechanical Behaviour of Concrete under Physical-Chemical Attacks 143
DISPOSITIVO PER L’ACCOPPIAMENTO DI PARETI E STRUTTURA COMPRENDENTE TALE DISPOSITIVO 143
Wall base structure for light buildings 142
Seismic improvement of slender masonry tower by using hysteretic devices and partial prestressing technique 141
Dissipative connections for squat or scarcely jointed CLT buildings. Experimental tests and numerical validation 141
Effetti del consolidamento dei solai lignei sulla risposta sismica di edifici in muratura 140
In-plane strength and stiffness of AAC floor without concrete topping in buildings with AAC masonry infill walls - experimental tests and numerical analyses 140
Chemical and mechanical damage modelling for concrete structures 139
A coupled damage model for the structural analysis of r.c. structures exposed to freeze–thaw cycles 139
Design and testing of a dissipative connection for XLam buildings 138
X-bracket. A high-ductility and dissipative connection for earthquake-resistant cross-laminated timber structures 138
A study about optimal stiffening of timber floors in URM buildings 137
Mathematical simulation of structural damage in historical buildings 136
Stress analysis of concrete structures subjected to time-variable thermal loads 136
Valutazione dell’efficacia dell’adeguamento sismico di telai in cemento armato mediante controventi eccentrici ad Y 135
A damage model for orthotropic quasi-brittle materials 134
Dynamics of partially saturated soils 134
Costruzioni di Cemento Armato: Analisi Mediante un Modello di Danno 133
Totale 18.019
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Categoria #
all - tutte 69.199
article - articoli 32.514
book - libri 1.100
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 1.002
selected - selezionate 0
volume - volumi 3.060
Totale 106.875
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.418 0 225 114 176 48 100 26 143 71 36 98 381
2022/20231.221 263 61 10 93 214 146 19 103 161 26 86 39
2023/2024712 31 126 78 93 25 28 31 30 26 35 118 91
2024/20253.638 18 372 138 141 835 93 153 295 178 132 638 645
2025/202611.942 276 1.193 1.680 1.767 1.222 436 1.203 1.187 1.220 863 458 437
2026/2027589 391 198 0 0 0 0 0 0 0 0 0 0
Totale 24.504