TRUTALLI, DAVIDE
 Distribuzione geografica
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Continente #
NA - Nord America 2.190
EU - Europa 324
AS - Asia 259
SA - Sud America 4
Continente sconosciuto - Info sul continente non disponibili 1
OC - Oceania 1
Totale 2.779
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Nazione #
US - Stati Uniti d'America 2.183
SG - Singapore 149
IT - Italia 124
CN - Cina 100
FI - Finlandia 50
SE - Svezia 38
FR - Francia 30
DE - Germania 27
GB - Regno Unito 13
CZ - Repubblica Ceca 12
CA - Canada 7
IE - Irlanda 7
NL - Olanda 4
RU - Federazione Russa 4
UA - Ucraina 4
CL - Cile 3
ID - Indonesia 3
CY - Cipro 2
ES - Italia 2
IN - India 2
LT - Lituania 2
PL - Polonia 2
PT - Portogallo 2
TR - Turchia 2
AR - Argentina 1
AT - Austria 1
EU - Europa 1
NZ - Nuova Zelanda 1
RO - Romania 1
SI - Slovenia 1
TW - Taiwan 1
Totale 2.779
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Città #
Fairfield 332
Woodbridge 266
Ann Arbor 198
Santa Clara 180
Houston 165
Chandler 130
Singapore 124
Seattle 113
Ashburn 107
Cambridge 99
Wilmington 86
Boardman 61
Medford 38
Princeton 38
San Diego 37
Helsinki 34
Des Moines 33
Roxbury 24
Padova 21
Beijing 20
Milan 20
Jacksonville 12
Jinan 9
Karlsruhe 9
Nanjing 9
Dublin 7
Rome 7
Cagliari 6
Lanzhou 6
Shenyang 5
Cologno Monzese 4
Hebei 4
London 4
New York 4
Trento 4
Vancouver 4
Changsha 3
Nanchang 3
Ningbo 3
Redmond 3
Tianjin 3
Trevignano 3
Venice 3
Bad Muenstereifel 2
Bandung 2
Bassano del Grappa 2
Bergamo 2
Castelfranco Veneto 2
Castellaneta 2
Dieburg 2
Fiesso Umbertiano 2
Floridia 2
Gunzenhausen 2
Limassol 2
Nottingham 2
Pieve di Cadore 2
Portland 2
Taiyuan 2
Temuco 2
Trabzon 2
Trieste 2
Udine 2
Auburn Hills 1
Auckland 1
Barcelos 1
Bologna 1
Borås 1
Buenos Aires 1
Codroipo 1
Falkenstein 1
Forlì 1
Geislingen an der Steige 1
Guangzhou 1
Haikou 1
Hangzhou 1
Henderson 1
Hoffman 1
Hounslow 1
Jakarta 1
Jiaxing 1
Kharkiv 1
L'aquila 1
Lucera 1
Mentana 1
Montoggio 1
Moscow 1
Mumbai 1
Naples 1
New Delhi 1
Ogden 1
Orange 1
Paris 1
Phoenix 1
Poznan 1
Redwood City 1
Rockville 1
San Pietro In Casale 1
Santiago 1
Shanghai 1
Silea 1
Totale 2.317
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Nome #
Behaviour factor for innovative massive timber shear walls 157
Concrete-Plated Wooden Shear Walls: Structural Details, Testing, and Seismic Characterization 136
A new dissipative connection for CLT buildings 121
Capacity design of traditional and innovative ductile connections for earthquake-resistant CLT structures 116
Safety assessment of trees used as anchors in cable-supported tree harvesting based on experimental observations 110
A dissipative connector for CLT buildings: Concept, design and testing 107
Light steel-timber frame with composite and plaster bracing panels 103
On the anchoring of timber walls to foundations: available strategies to prevent wood deterioration and on-site installation problems 102
Insight into seismic behaviour of timber shear-wall systems 97
Experimentally based q-factor estimation of cross-laminated timber walls 96
Experimental and Numerical Analyses of New Massive Wooden Shear-Wall Systems 95
Proposal of an analytical-experimental procedure for determining the q-factor of timber building systems. 91
Dynamic simulation of an irregular masonry building with different rehabilitation methods applied to timber floors 87
Seismic Response of a Platform-Frame System with Steel Columns 86
Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors 84
Seismic characterization of steel-timber shear walls with innovative bracing system 79
Numerical simulation of the coupled tension-shear response of an innovative dissipative connection for CLT buildings 77
Design and testing of a dissipative connection for XLam buildings 70
Seismic design of CLT buildings: definition of the suitable q-factor by numerical and experimental procedures 68
Engineered Aluminium Beams for Anchoring Timber Buildings to Foundation 66
X-bracket. A high-ductility and dissipative connection for earthquake-resistant cross-laminated timber structures 63
Effects of in-plane strengthening of timber floors in the seismic response of existing masonry buildings 62
Effects of Design Criteria on an Experimentally-based Evaluation of the Behaviour Factor of Novel Massive Wooden Shear Walls 61
Analytical formulation based on extensive numerical simulations of behavior factor q for CLT buildings 59
Dissipative connections for squat or scarcely jointed CLT buildings. Experimental tests and numerical validation 58
DISPOSITIVO PER L’ACCOPPIAMENTO DI PARETI E STRUTTURA COMPRENDENTE TALE DISPOSITIVO 55
Structural characterization of multi-storey buildings with CLT cores. 53
Macro-element modelling of a dissipative connection for CLT structures 53
Seismic capacity of steel frames braced with cross-concentric rectangular plates: Non-linear analyses 51
Bond behaviour of a textile-reinforced mortar for AAC masonry 44
A study about optimal stiffening of timber floors in URM buildings 41
Comfort assessment of high-rise timber buildings exposed to wind-induced vibrations 41
Capacity design of CLT structures with traditional or innovative seismic-resistant brackets 36
In-plane strengthening of masonry buildings with timber panels 34
Effetti del consolidamento dei solai lignei sulla risposta sismica di edifici in muratura 32
X-bracket. A high-ductility and dissipative connection for earthquake-resistant cross-laminated timber structures 32
Reinforced concrete structural elements cast into wood-chip cement formworks subjected to compression and out-of-plane bending 27
Seismic capacity of irregular unreinforced masonry buildings with timber floors 24
Capacity design of typical earthquake-resistant connections for CLT structures 22
Light steel-timber frame with composite and plaster bracing panels 18
Mechanical response of natural anchors in cable logging 17
Totale 2.831
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Categoria #
all - tutte 11.880
article - articoli 7.302
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 182
selected - selezionate 0
volume - volumi 429
Totale 19.793
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020251 0 0 0 0 0 23 36 38 45 59 28 22
2020/2021323 11 26 9 19 5 7 8 13 53 55 51 66
2021/2022460 5 51 37 74 18 44 6 44 30 28 15 108
2022/2023379 64 22 0 29 66 49 10 36 58 10 30 5
2023/2024172 3 27 27 14 10 9 7 11 8 4 35 17
2024/2025467 6 133 38 42 231 17 0 0 0 0 0 0
Totale 2.831