Tomasi, Roberto
 Distribuzione geografica
Continente #
NA - Nord America 8.847
EU - Europa 3.562
AS - Asia 3.139
SA - Sud America 551
Continente sconosciuto - Info sul continente non disponibili 203
OC - Oceania 95
AF - Africa 64
Totale 16.461
Nazione #
US - Stati Uniti d'America 8.576
SG - Singapore 1.291
IT - Italia 1.061
CN - Cina 639
VN - Vietnam 601
RU - Federazione Russa 434
BR - Brasile 406
SE - Svezia 391
UA - Ucraina 269
DE - Germania 256
GB - Regno Unito 208
FI - Finlandia 199
CA - Canada 193
KR - Corea 152
FR - Francia 141
LV - Lettonia 103
BG - Bulgaria 89
IN - India 74
AU - Australia 64
HK - Hong Kong 60
NL - Olanda 54
JP - Giappone 50
BD - Bangladesh 46
AT - Austria 44
MX - Messico 39
PL - Polonia 39
IE - Irlanda 38
AR - Argentina 36
BE - Belgio 36
ES - Italia 34
CL - Cile 28
EC - Ecuador 28
NO - Norvegia 28
NZ - Nuova Zelanda 27
TR - Turchia 27
ID - Indonesia 26
PT - Portogallo 25
CO - Colombia 24
IQ - Iraq 22
CH - Svizzera 20
ZA - Sudafrica 20
TW - Taiwan 19
MY - Malesia 18
DK - Danimarca 17
PH - Filippine 16
SI - Slovenia 15
RO - Romania 13
VE - Venezuela 13
IR - Iran 12
PK - Pakistan 12
LT - Lituania 11
AE - Emirati Arabi Uniti 9
IL - Israele 8
PE - Perù 8
SA - Arabia Saudita 8
EG - Egitto 7
MA - Marocco 7
DZ - Algeria 6
HR - Croazia 6
HU - Ungheria 6
JM - Giamaica 6
KZ - Kazakistan 6
NP - Nepal 6
AZ - Azerbaigian 5
KE - Kenya 5
LB - Libano 5
PA - Panama 5
SC - Seychelles 5
SV - El Salvador 5
UZ - Uzbekistan 5
BB - Barbados 4
BH - Bahrain 4
CR - Costa Rica 4
KW - Kuwait 4
PY - Paraguay 4
SK - Slovacchia (Repubblica Slovacca) 4
TN - Tunisia 4
CI - Costa d'Avorio 3
CZ - Repubblica Ceca 3
FJ - Figi 3
GR - Grecia 3
HN - Honduras 3
JO - Giordania 3
RS - Serbia 3
TH - Thailandia 3
UY - Uruguay 3
BA - Bosnia-Erzegovina 2
CG - Congo 2
EU - Europa 2
GT - Guatemala 2
LU - Lussemburgo 2
MT - Malta 2
NI - Nicaragua 2
PR - Porto Rico 2
PS - Palestinian Territory 2
TT - Trinidad e Tobago 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
AO - Angola 1
BN - Brunei Darussalam 1
Totale 16.241
Città #
Singapore 779
Ashburn 761
Chandler 716
Jacksonville 616
Fairfield 524
San Jose 478
San Mateo 311
Dallas 305
Santa Clara 300
Columbus 284
Ann Arbor 256
Woodbridge 234
Houston 217
Wilmington 212
Seattle 204
New York 202
Cambridge 190
Ho Chi Minh City 190
Beijing 182
Moscow 162
Princeton 158
Council Bluffs 144
Hanoi 142
Seoul 122
Los Angeles 118
Trento 110
Riga 103
The Dalles 98
Helsinki 91
Lauterbourg 90
Sofia 89
Buffalo 73
Milan 72
Dearborn 70
Boardman 61
Phoenix 60
Munich 55
Rome 54
Da Nang 52
London 50
São Paulo 48
Hefei 45
Lawrence 45
Orem 42
Toronto 42
Chicago 40
Hong Kong 36
Padova 36
Bologna 33
North Bergen 32
Shanghai 32
Nanjing 31
Frankfurt am Main 28
Tokyo 28
Dublin 27
Brooklyn 26
Haiphong 26
Warsaw 26
Vancouver 25
Atlanta 23
Montreal 23
San Diego 21
Florence 20
San Francisco 20
Chennai 19
Denver 19
Toowoomba 19
Brussels 18
Norwalk 18
Rio de Janeiro 18
Brunico 17
Ottawa 17
Santiago 17
Salt Lake City 16
Vicenza 16
Amsterdam 15
Falkenstein 15
Johannesburg 15
Naples 15
Bolzano 14
Camden 14
Edinburgh 14
Innsbruck 14
Manchester 14
Mexico City 14
Redondo Beach 14
Stockholm 14
Des Moines 13
Falls Church 13
Mountain View 13
Verona 13
Waterloo 13
Christchurch 12
Redwood City 12
Turku 12
Miami 11
Sydney 11
Can Tho 10
Edmonton 10
Guangzhou 10
Totale 10.209
Nome #
A proposal for a new Background Document of Chapter 8 of Eurocode 8 343
Diagonal compression test on cross-laminated timber panels 316
In-plane assessment of existing timber diaphragms in URM buildings via quasi-static and dynamic in-situ tests 313
Seismic behavior of connections for buildings in CLT 292
Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls 274
Characterization of the mechanical behaviour of light-frame timber shear walls through full-scale tests 267
The refurbishment of existing timber floors: characterization of the in-plane behaviour 264
Experimental analysis on a T-shaped metallic profile connection between main and secondary beams 235
Experimental investigation on a in-plane behaviour of cross-laminated timber elements 232
Ductile End Connections for Glulam Beams 225
Capacity design approach for multi-storey timber-frame buildings 222
Experimental investigation of the behaviour of different types of connections between the XLAM panels and the concrete slab 216
The new provisions for the seismic design of timber buildings in Europe 206
A predictive analytical model for the elasto-plastic behaviour of a light timber-frame shear-wall 206
Design and production of an heavy timber reaction frame for a laboratory test set-up 194
Analysis of timber log-house construction system via experimental testing and analytical modelling 193
An innovative prefabricated timber-concrete composite system 187
Axial glued-in rods in ductile moment resistant steel-timber connections 185
A new ductile approach design of joints assembled with screw connectors 183
A ductile approach design of glued laminated timber structures 183
Ductility of timber joints under static and cyclic loads 183
Behaviour of moment connection in timber frameworks 182
Seismic elastic analysis of light timber-frame multi-storey buildings: proposal of an iterative approach 180
Behaviour of refurbished timber floors characterized by different in-plane stiffness 179
Analysis and Strengthening of Timber Floors and Roofs 176
Experimental Investigation on Sheathing-to-framing Connections in Wood Shear Walls 176
Shake table tests on a full-scale timber-frame building with gypsum fibre boards 176
Axial Glued-in Steel Timber Joints - Experimental and Numerical Analysis 175
ANALYSIS OF EXPERIMENTAL RESULTS ON A CHEMICAL-MECHANICAL CONNECTION IN TIMBER CONCRETE COMPOSITE FLOORS 172
Mechanical Behaviour of Connections between Wood Framed Shear Walls and Foundations under Monotonic and Cyclic Load 171
An Innovative Prefabricated Timber-Concrete Composite System 171
Esempio di dimensionamento di una copertura lignea 170
Evaluation of the displacement ductility for the seismic design of light-frame wood buildings 170
Cambering of timber composite beams by means of screw fasteners 168
Ductile moment-resistant steel-timber connections 168
Long-term out-of-plane testing of timber floors strengthened with innovative timber-to-timber solutions 165
Seismic behaviour of timber frame multi-storey buildings 163
Refurbishment of traditional timber floors by means of wood-wood composite structures assembled with inclined screw connectors 161
Refurbishment of a Traditional Timber Floor with a Reversible Technique: the Importance of the Investigation Campaign for the Design and the Control of the Intervention 161
Seismic performance of timber buildings: The Series project 159
Theoretical and Experimental Analysis of Timber-to-timber Joints Connected with Inclined Screws 158
Bemessung von Gebäuden in Brettsperrholzbauweise unter Erdbebenbeanspruchung 156
Shake table test on 3-storey light-frame timber building 155
Comparison of in situ and laboratory testing for the characterization of old timber beams before and after intervention 155
Test sismici su tavola vibrante di un edificio a tre piani in legno a pannelli portanti intelaiati 154
Experimental Characterization of Monotonic and Cyclic Loading Responses of CLT Panel-To-Foundation Angle Bracket Connections 154
Characterizing user behavior and network load on a large-scale wireless mesh network 154
Seismic behaviour of Cross-Laminated Timber structures: A state-of-the-art review 154
Monotonic and cyclic in-plane behavior of CLT panels tested by using different types of metal devices 152
Ductile Design of Glued-Laminated Timber Beams 150
Experimental investigation on connections between wood framed shear walls and foundations 149
Analisi sismica di edifici tradizionali in muratura: influenza sulla risposta globale della rigidezza di piano di solai lignei 149
Deflections of Light Timber Frame Shear Wall Segments: Validation of a Standard Proposal 144
Investigation on the self tapping screws capability to induce internal stress in timber elements 143
Experimental analysis on T-shaped metallic profile for timber connection 143
Influence of sheathing to framing connections on mechanical properties of wood framed shear walls 143
Seismic Assessment Procedures for Flexible Timber Diaphragms 143
Metodo di trattamento di travi nonche' struttura composita precompressa 143
Insight into mechanics of externally indeterminate hardwood-concrete composite beams 143
Analytical and numerical analysis of timber framed shear walls 143
Blockhaus system: experimental characterization of corner joints and shear walls 140
Static and thermohygrometric analysis of a new typology of timber framed structure in dolomites 139
The role of in-plane floor stiffness in the seismic behaviour of traditional buildings 138
Indagine sperimentale del comportamento sismico di edifici multipiano in legno realizzati con pareti di taglio intelaiate 137
A pseudo-ductile approach design of glued laminated timber beams 135
Analisi sperimentale su collegamenti tradizionali e rinforzati nelle capriate lignee 132
Chiesa S. Margherita 130
Strutture in legno. Materiale, calcolo e progetto secondo le nuove normative europee 129
Comparison of multi-storey cross-laminated timber and timber frame buildings by in situ modal analysis 129
Moment Resisting Dowelled Joints in Timber Structures: Mechanical Behaviour Under Cyclic Tests 127
Shaking table testing of a full-prefabricated three-storey timber framed building 124
Edifici in legno realizzati in Abruzzo con il sistema a telaio prefabbricato 123
Ductility of Moment Resisting Dowelled Connections in Heavy Timber Structures, paper no. 41-7-3, 41th CIB W18 Conference, St. Andrews, Canada, 2008 123
Investigation of seismic performance of multi-storey timber buildings within the framework of the SERIES Project 120
Detailed seismic assessment and improvement procedure for vintage flexible timber diaphragms 119
Field testing of flexible timber diaphragms in an existing vintage URM building 118
State-of-the-art in timber materials and structures research 114
Out of plane refurbishment techniques of existing timber floors by means of timber to timber composite structures 109
Operational stages and criteria in the rehabilitation of timber floors in the Belasi castle (Trentino, Italy) 109
Design of a Novel Seismic Retrofitting System for RC Structures Based on Asymmetric Friction Connections and CLT Panels 109
Pushover analysis of traditional masonry buildings: influence of refurbished timber-floors stiffness 107
Refurbishment of traditional timber floor with inclined screw connectors 104
In-situ testing of timber wall-to-diaphragm shear transferring connections in an existing clay brick unreinforced masonry building 104
Soluzioni di rinforzo di solai lignei mediante tecniche legno-legno nelle operazioni di miglioramento sismico di edifici esistenti 102
Progettazione strutturale con latifoglie americane. I risultati di una nuova ricerca 102
Le costruzioni in legno 100
Rehabilitation of an historical theatre in Italy 100
Indagine sperimentale su sistemi di connessione legno-legno con elementi a gambo cilindrico ed elementi di superficie 94
Moment resisting dowelled joints in timber structures: mechanical behavior under cyclic deformation tests 94
Aleatoric and epistemic uncertainty in the overstrength of CLT-to-CLT screwed connections 92
Moment resisting dowelled joints in timber structures: mechanical behavior under cyclic deformation tests 91
Una particolare connessione legno-calcestruzzo. analisi sperimentale e simulazione numerica 87
Bayesian model updating of eight-storey CLT building using modal data 85
Rehabilitation of an Historical Theatre in Italy 85
Progettare la resistenza sismica, sperimentazione e ricerca 85
Progettazione Strutturale con Latifoglie Americane 82
Una proposta di revisione del Capitolo 8 sulle strutture di legno dell’Eurocodice 8 81
Progettare la resistenza sismica 81
Seismic evaluation of URM buildings with flexible diaphragms. Proposal of a simplified 'ENT' method 79
The New Version of Chapter 8 of Eurocode 8 77
Totale 15.483
Categoria #
all - tutte 59.514
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 516
selected - selezionate 0
volume - volumi 2.256
Totale 62.286


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.225 0 0 29 73 108 33 26 390 34 118 204 210
2022/20231.522 215 166 30 224 141 230 17 124 193 40 104 38
2023/2024835 54 74 37 50 75 176 78 48 8 44 72 119
2024/20252.419 46 16 139 519 164 285 39 133 285 407 171 215
2025/20265.119 388 187 576 716 568 420 954 156 425 328 241 160
2026/20271.059 105 492 462 0 0 0 0 0 0 0 0 0
Totale 16.461