IRIS
Tomasi, Roberto
 Distribuzione geografica
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Continente #
NA - Nord America 9.780
EU - Europa 3.664
AS - Asia 3.148
SA - Sud America 577
Continente sconosciuto - Info sul continente non disponibili 208
OC - Oceania 98
AF - Africa 67
Totale 17.542
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Nazione #
US - Stati Uniti d'America 9.408
SG - Singapore 1.291
IT - Italia 1.120
CN - Cina 639
VN - Vietnam 601
RU - Federazione Russa 438
BR - Brasile 425
SE - Svezia 395
UA - Ucraina 269
DE - Germania 261
CA - Canada 242
GB - Regno Unito 223
FI - Finlandia 199
KR - Corea 153
FR - Francia 141
LV - Lettonia 103
BG - Bulgaria 89
IN - India 76
AU - Australia 64
HK - Hong Kong 60
NL - Olanda 55
JP - Giappone 50
BD - Bangladesh 46
AT - Austria 44
IE - Irlanda 39
MX - Messico 39
PL - Polonia 39
AR - Argentina 36
BE - Belgio 36
ES - Italia 35
NZ - Nuova Zelanda 30
TR - Turchia 30
CL - Cile 29
EC - Ecuador 29
NO - Norvegia 28
CO - Colombia 26
ID - Indonesia 26
PT - Portogallo 26
CH - Svizzera 24
IQ - Iraq 22
ZA - Sudafrica 21
TW - Taiwan 19
MY - Malesia 18
DK - Danimarca 17
PH - Filippine 16
SI - Slovenia 15
VE - Venezuela 15
CR - Costa Rica 14
PK - Pakistan 13
RO - Romania 13
SV - El Salvador 13
HN - Honduras 12
IR - Iran 12
LT - Lituania 12
IL - Israele 10
AE - Emirati Arabi Uniti 9
JM - Giamaica 9
PE - Perù 9
TT - Trinidad e Tobago 9
GT - Guatemala 8
SA - Arabia Saudita 8
EG - Egitto 7
KE - Kenya 7
MA - Marocco 7
DZ - Algeria 6
HR - Croazia 6
HU - Ungheria 6
KZ - Kazakistan 6
NP - Nepal 6
PR - Porto Rico 6
AZ - Azerbaigian 5
CW - ???statistics.table.value.countryCode.CW??? 5
LB - Libano 5
PA - Panama 5
SC - Seychelles 5
UZ - Uzbekistan 5
BB - Barbados 4
BH - Bahrain 4
EE - Estonia 4
KW - Kuwait 4
LU - Lussemburgo 4
NI - Nicaragua 4
PY - Paraguay 4
RS - Serbia 4
SK - Slovacchia (Repubblica Slovacca) 4
TN - Tunisia 4
CI - Costa d'Avorio 3
CZ - Repubblica Ceca 3
FJ - Figi 3
GP - Guadalupe 3
GR - Grecia 3
JO - Giordania 3
TH - Thailandia 3
UY - Uruguay 3
BA - Bosnia-Erzegovina 2
CG - Congo 2
EU - Europa 2
MT - Malta 2
PS - Palestinian Territory 2
A2 - ???statistics.table.value.countryCode.A2??? 1
Totale 17.320
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Città #
Ashburn 962
Singapore 779
Chandler 716
Jacksonville 616
San Jose 533
Fairfield 525
Santa Clara 314
San Mateo 311
Dallas 310
Columbus 285
Ann Arbor 256
Council Bluffs 253
Woodbridge 235
Houston 219
Wilmington 213
New York 207
Seattle 204
Cambridge 190
Ho Chi Minh City 190
Beijing 182
Moscow 163
Princeton 158
Hanoi 142
Seoul 122
Los Angeles 121
Trento 112
Riga 103
The Dalles 98
Helsinki 91
Lauterbourg 90
Sofia 89
Milan 76
Buffalo 73
Dearborn 70
Phoenix 63
Boardman 61
São Paulo 59
Rome 57
Munich 55
Da Nang 52
London 50
Toronto 49
Hefei 45
Lawrence 45
Chicago 43
Orem 43
Bologna 40
North Bergen 37
Hong Kong 36
Padova 36
Atlanta 34
Shanghai 32
Nanjing 31
Montreal 29
Frankfurt am Main 28
Tokyo 28
Dublin 27
Brooklyn 26
Haiphong 26
Vancouver 26
Warsaw 26
Elk Grove Village 22
San Francisco 22
San Diego 21
Denver 20
Florence 20
Naples 20
Chennai 19
Toowoomba 19
Brussels 18
Norwalk 18
Rio de Janeiro 18
Salt Lake City 18
Santiago 18
Vicenza 18
Brunico 17
Ottawa 17
Amsterdam 16
Christchurch 15
Falkenstein 15
Johannesburg 15
Bolzano 14
Camden 14
Des Moines 14
Edinburgh 14
Edmonton 14
Innsbruck 14
Manchester 14
Mexico City 14
Redondo Beach 14
Stockholm 14
Falls Church 13
Mountain View 13
San José 13
Verona 13
Waterloo 13
Miami 12
Redwood City 12
Turku 12
Brasília 11
Totale 10.710
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Nome #
A proposal for a new Background Document of Chapter 8 of Eurocode 8 354
Diagonal compression test on cross-laminated timber panels 328
In-plane assessment of existing timber diaphragms in URM buildings via quasi-static and dynamic in-situ tests 327
Seismic behavior of connections for buildings in CLT 301
Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls 284
Characterization of the mechanical behaviour of light-frame timber shear walls through full-scale tests 280
The refurbishment of existing timber floors: characterization of the in-plane behaviour 280
Experimental analysis on a T-shaped metallic profile connection between main and secondary beams 242
Experimental investigation on a in-plane behaviour of cross-laminated timber elements 239
Ductile End Connections for Glulam Beams 237
Capacity design approach for multi-storey timber-frame buildings 230
Experimental investigation of the behaviour of different types of connections between the XLAM panels and the concrete slab 226
The new provisions for the seismic design of timber buildings in Europe 220
A predictive analytical model for the elasto-plastic behaviour of a light timber-frame shear-wall 213
Analysis of timber log-house construction system via experimental testing and analytical modelling 200
Design and production of an heavy timber reaction frame for a laboratory test set-up 199
An innovative prefabricated timber-concrete composite system 197
Ductility of timber joints under static and cyclic loads 197
Axial Glued-in Steel Timber Joints - Experimental and Numerical Analysis 194
Behaviour of moment connection in timber frameworks 193
Axial glued-in rods in ductile moment resistant steel-timber connections 191
A new ductile approach design of joints assembled with screw connectors 190
A ductile approach design of glued laminated timber structures 190
Seismic elastic analysis of light timber-frame multi-storey buildings: proposal of an iterative approach 190
Shake table tests on a full-scale timber-frame building with gypsum fibre boards 190
Behaviour of refurbished timber floors characterized by different in-plane stiffness 189
ANALYSIS OF EXPERIMENTAL RESULTS ON A CHEMICAL-MECHANICAL CONNECTION IN TIMBER CONCRETE COMPOSITE FLOORS 187
Experimental Investigation on Sheathing-to-framing Connections in Wood Shear Walls 186
Analysis and Strengthening of Timber Floors and Roofs 184
Mechanical Behaviour of Connections between Wood Framed Shear Walls and Foundations under Monotonic and Cyclic Load 183
An Innovative Prefabricated Timber-Concrete Composite System 181
Ductile moment-resistant steel-timber connections 181
Cambering of timber composite beams by means of screw fasteners 180
Evaluation of the displacement ductility for the seismic design of light-frame wood buildings 180
Esempio di dimensionamento di una copertura lignea 177
Long-term out-of-plane testing of timber floors strengthened with innovative timber-to-timber solutions 177
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 170
Comparison of in situ and laboratory testing for the characterization of old timber beams before and after intervention 169
Seismic behaviour of timber frame multi-storey buildings 168
Shake table test on 3-storey light-frame timber building 168
Seismic performance of timber buildings: The Series project 168
Theoretical and Experimental Analysis of Timber-to-timber Joints Connected with Inclined Screws 168
Characterizing user behavior and network load on a large-scale wireless mesh network 166
Refurbishment of traditional timber floors by means of wood-wood composite structures assembled with inclined screw connectors 165
Bemessung von Gebäuden in Brettsperrholzbauweise unter Erdbebenbeanspruchung 163
Seismic behaviour of Cross-Laminated Timber structures: A state-of-the-art review 163
Experimental Characterization of Monotonic and Cyclic Loading Responses of CLT Panel-To-Foundation Angle Bracket Connections 162
Deflections of Light Timber Frame Shear Wall Segments: Validation of a Standard Proposal 159
Test sismici su tavola vibrante di un edificio a tre piani in legno a pannelli portanti intelaiati 159
Analisi sismica di edifici tradizionali in muratura: influenza sulla risposta globale della rigidezza di piano di solai lignei 159
Experimental analysis on T-shaped metallic profile for timber connection 158
Ductile Design of Glued-Laminated Timber Beams 158
Experimental investigation on connections between wood framed shear walls and foundations 156
Monotonic and cyclic in-plane behavior of CLT panels tested by using different types of metal devices 156
Investigation on the self tapping screws capability to induce internal stress in timber elements 153
Seismic Assessment Procedures for Flexible Timber Diaphragms 153
Analytical and numerical analysis of timber framed shear walls 153
Influence of sheathing to framing connections on mechanical properties of wood framed shear walls 152
Metodo di trattamento di travi nonche' struttura composita precompressa 151
Insight into mechanics of externally indeterminate hardwood-concrete composite beams 149
Blockhaus system: experimental characterization of corner joints and shear walls 147
The role of in-plane floor stiffness in the seismic behaviour of traditional buildings 146
A pseudo-ductile approach design of glued laminated timber beams 146
Indagine sperimentale del comportamento sismico di edifici multipiano in legno realizzati con pareti di taglio intelaiate 144
Static and thermohygrometric analysis of a new typology of timber framed structure in dolomites 143
Strutture in legno. Materiale, calcolo e progetto secondo le nuove normative europee 139
Chiesa S. Margherita 139
Analisi sperimentale su collegamenti tradizionali e rinforzati nelle capriate lignee 139
Moment Resisting Dowelled Joints in Timber Structures: Mechanical Behaviour Under Cyclic Tests 138
Shaking table testing of a full-prefabricated three-storey timber framed building 136
Comparison of multi-storey cross-laminated timber and timber frame buildings by in situ modal analysis 134
Ductility of Moment Resisting Dowelled Connections in Heavy Timber Structures, paper no. 41-7-3, 41th CIB W18 Conference, St. Andrews, Canada, 2008 131
Edifici in legno realizzati in Abruzzo con il sistema a telaio prefabbricato 127
Investigation of seismic performance of multi-storey timber buildings within the framework of the SERIES Project 126
Field testing of flexible timber diaphragms in an existing vintage URM building 125
Detailed seismic assessment and improvement procedure for vintage flexible timber diaphragms 123
State-of-the-art in timber materials and structures research 119
Out of plane refurbishment techniques of existing timber floors by means of timber to timber composite structures 114
Design of a Novel Seismic Retrofitting System for RC Structures Based on Asymmetric Friction Connections and CLT Panels 114
Pushover analysis of traditional masonry buildings: influence of refurbished timber-floors stiffness 112
Progettazione strutturale con latifoglie americane. I risultati di una nuova ricerca 111
Operational stages and criteria in the rehabilitation of timber floors in the Belasi castle (Trentino, Italy) 111
Soluzioni di rinforzo di solai lignei mediante tecniche legno-legno nelle operazioni di miglioramento sismico di edifici esistenti 110
Le costruzioni in legno 109
Refurbishment of traditional timber floor with inclined screw connectors 108
In-situ testing of timber wall-to-diaphragm shear transferring connections in an existing clay brick unreinforced masonry building 107
Rehabilitation of an historical theatre in Italy 106
Aleatoric and epistemic uncertainty in the overstrength of CLT-to-CLT screwed connections 106
Moment resisting dowelled joints in timber structures: mechanical behavior under cyclic deformation tests 103
Indagine sperimentale su sistemi di connessione legno-legno con elementi a gambo cilindrico ed elementi di superficie 101
Moment resisting dowelled joints in timber structures: mechanical behavior under cyclic deformation tests 98
Bayesian model updating of eight-storey CLT building using modal data 94
Progettare la resistenza sismica, sperimentazione e ricerca 94
Reliability-Based Assessment of LTF and CLT Shear Walls under In-Plane Seismic Loading Using a Modified Bouc-Wen Hysteresis Model 93
Rehabilitation of an Historical Theatre in Italy 92
Progettare la resistenza sismica 91
Progettazione Strutturale con Latifoglie Americane 91
Seismic evaluation of URM buildings with flexible diaphragms. Proposal of a simplified 'ENT' method 90
Una particolare connessione legno-calcestruzzo. analisi sperimentale e simulazione numerica 90
Una proposta di revisione del Capitolo 8 sulle strutture di legno dell’Eurocodice 8 89
Totale 16.379
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Categoria #
all - tutte 62.614
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 544
selected - selezionate 0
volume - volumi 2.360
Totale 65.518
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.196 0 0 0 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
2026/20272.140 105 492 708 835 0 0 0 0 0 0 0 0
Totale 17.542