FRAGIACOMO, MASSIMO
 Distribuzione geografica
Continente #
NA - Nord America 10.892
EU - Europa 7.937
AS - Asia 3.861
OC - Oceania 175
SA - Sud America 120
Continente sconosciuto - Info sul continente non disponibili 30
AF - Africa 27
Totale 23.042
Nazione #
US - Stati Uniti d'America 10.751
CN - Cina 2.340
IE - Irlanda 2.030
SE - Svezia 1.341
TR - Turchia 1.229
IT - Italia 946
FR - Francia 851
DE - Germania 763
GB - Regno Unito 689
UA - Ucraina 673
FI - Finlandia 322
AU - Australia 135
CA - Canada 125
CL - Cile 66
IR - Iran 52
IN - India 49
BE - Belgio 44
NL - Olanda 40
NZ - Nuova Zelanda 40
RU - Federazione Russa 40
ES - Italia 39
KR - Corea 38
BR - Brasile 34
MY - Malesia 32
EU - Europa 28
JP - Giappone 22
AT - Austria 19
PT - Portogallo 19
SI - Slovenia 19
VN - Vietnam 19
HK - Hong Kong 17
HR - Croazia 17
RO - Romania 14
ID - Indonesia 12
EC - Ecuador 11
GR - Grecia 11
MX - Messico 11
DZ - Algeria 10
TW - Taiwan 10
EG - Egitto 8
PH - Filippine 8
PL - Polonia 8
SG - Singapore 8
CH - Svizzera 7
DK - Danimarca 7
NO - Norvegia 7
HU - Ungheria 6
IL - Israele 6
RS - Serbia 6
TH - Thailandia 6
BF - Burkina Faso 5
CZ - Repubblica Ceca 5
PE - Perù 5
EE - Estonia 3
GT - Guatemala 3
LT - Lituania 3
LU - Lussemburgo 3
AR - Argentina 2
CY - Cipro 2
IQ - Iraq 2
LK - Sri Lanka 2
NG - Nigeria 2
NP - Nepal 2
PK - Pakistan 2
SK - Slovacchia (Repubblica Slovacca) 2
SY - Repubblica araba siriana 2
A1 - Anonimo 1
A2 - ???statistics.table.value.countryCode.A2??? 1
BN - Brunei Darussalam 1
BO - Bolivia 1
BY - Bielorussia 1
CR - Costa Rica 1
KE - Kenya 1
MD - Moldavia 1
MK - Macedonia 1
SR - Suriname 1
TT - Trinidad e Tobago 1
ZA - Sudafrica 1
Totale 23.042
Città #
Jacksonville 2.713
Chandler 2.162
Dublin 2.020
Nanjing 666
Izmir 626
Boardman 482
San Mateo 470
Wilmington 388
Lawrence 375
Princeton 374
New York 307
Beijing 215
Shanghai 196
Woodbridge 191
Milan 161
Nanchang 158
Ann Arbor 150
L’Aquila 130
Hangzhou 129
Ashburn 127
Verona 121
Zhengzhou 107
Shenyang 104
Mountain View 93
Tianjin 82
Changsha 80
L'aquila 79
Seattle 78
Jiaxing 69
Hebei 64
Santiago 59
Kunming 58
Jinan 54
Des Moines 49
Norwalk 48
Los Angeles 46
Sydney 40
Falls Church 36
Houston 36
Brussels 34
Ningbo 34
Trento 34
Padova 31
Guangzhou 28
Dearborn 27
London 27
Rome 26
Fremont 24
Grafing 23
Helsinki 23
Redwood City 21
Taizhou 21
Tappahannock 21
Vancouver 21
Scarborough 20
Changchun 18
Dong Ket 18
Trieste 18
Lanzhou 17
Pune 16
Corvallis 14
Aquila 13
Bremen 13
Ottawa 13
La Coruña 12
Melbourne 12
Auckland 11
Fuzhou 11
Quito 11
Wuhan 11
Boston 10
Delft 10
Florence 9
Seoul 9
Taipei 9
Tokyo 9
Belfast 8
Bologna 8
Haikou 8
Bristol 7
Madrid 7
Deakin 6
Kuala Lumpur 6
Lappeenranta 6
Minneapolis 6
Rennes 6
Sheffield 6
Venezia 6
Vienna 6
Xian 6
Adelaide 5
Athens 5
Belgrade 5
Boydton 5
Central 5
Concepcion 5
Edinburgh 5
Eindhoven 5
Fort Collins 5
Gatineau 5
Totale 14.164
Nome #
“Experimental cyclic tests on cross-laminated timber panels and typical connections.” 744
Extension of EC5 Annex B formulas for the design of timber-concrete composite structures 203
A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connections 165
"Long term deformation of epoxy glued glulam portal frame knee joints" May 2009. 141
"Finite element modelling of cross-laminated timber floors exposed to fire" 139
"Strength and deformation characteristics of typical X-lam connections" 137
“Capacity seismic design of X-LAM wall systems based on connection mechanical properties.” 129
“Advanced models for seismic analyses of timber buildings.” 123
Cyclic behavior of cross-laminated timber (CLT) wall systems: Experimental tests and analytical prediction models 122
"Non-linear seismic analysis of a masonry building by means of the Sap2000 v.10 code." 118
Design of timber-concrete composite structures according to EC5-2002 version 118
"Cyclic modelling of joint and seismic analysis of frames with semi-rigid composite joints." 116
“The load-bearing performance of CLT wall elements in full-scale fire tests.” 115
Seismic analysis of crosslaminated multistorey timber buildings using linear and nonlinear static and dynamic methods 108
A finite element model for long-term analysis of timber-concrete composite beams 101
Mechanical Behavior of Timber–Concrete Connections With Inclined Screws 99
“Seismic behaviour of cross-laminated timber buildings: numerical modelling and design provisions.” 98
“Seismic design options for post-tensioned timber walls.” 96
"Experimental and numerical behaviour of cross-laminated timber floors in fire conditions" 94
"A semi-prefabricated LVL-concrete composite floor system for the Australasian market" 92
A linear finite element model to study creep and shrinkage effects in a timber-concrete composite beam with deformable connections 90
“Proposal for the q-factor of moment-resisting timber frames with high ductility dowel connectors.” 90
Allowable moment redistribution in the structural design of continuous steel-concrete composite beams 90
“Applicazione di Tuned Mass Damper su edifici multipiano in legno.” 89
“Seismic design of multi-storey CLT buildings according to Eurocode 8.” 88
Accuracy of N2 inelastic spectra for timber structures. 88
Experimental and numerical investigations on timber-concrete connections with inclined screws 87
Evaluation of the structural response under seismic actions using non-linear static methods 86
A finite element model for short and long term analysis of steel-concrete composite beams in cracked phase 86
Seismic analysis of cross laminated timber buildings using code prescribed methods 85
"Development of prefabricated timber-concrete composite floor systems" 84
q-factor estimation for timber Blockhaus buildings. 84
Long-term behaviour of timber-concrete composite beams 83
Behaviour of non and partially re-centering structures under repeated ground motions. 83
“A component approach for the hysteretic behaviour of connections in cross-laminated wooden structures.” 82
"Moment redistribution in continuous steel-concrete composite beams with compact cross-section" 82
The new version of chapter 8 of Eurocode 8 82
Experimental seismic behaviour of a two-storey CLT platform building: Design and shake table testing 82
“An Analytical model for design of reinforcement around holes in Laminated Veneer Lumber (LVL) beams.” 81
Special Issue on Seismic Resistant Timber Structures 81
“Experimental and numerical analysis of a glass-to-steel joint.” 80
“Susceptibility to vibrations of LVL-concrete composite floors” 80
“Testing of wood-concrete composite beams with shear key detail.” 79
“Alternative approach to avoid brittle failure in dowelled connections.” 79
“Multi-storey prestressed timber buildings in New Zealand.” 79
Numerical investigation of the fire resistance of protected cross-laminated timber floor panels 79
"Non-linear modelling of wooden light-frame and X-lam structures" 77
Non-linear modelling of the three and seven storey X-lam buildings tested within the SOFIE Project 77
“Influence of repeated and sustained loading on the performance of layered wood-concrete composite beams.” 77
“Modelling and design of timber-concrete-composite structures in the long-term.” 76
“Innovative engineered timber building systems for non residential applications.” 76
On the accuracy of the N2 inelastic spectrum for timber structures 76
Simplified approach to evaluate creep and shrinkage effects in steel-concrete composite beams 75
Evaluation of shrinkage effects in steel-concrete composite beams with deformable connection 75
The design of a semi-prefabricated LVL-concrete composite floor 75
Proceedings of the 4th International Conference on Preservation, Maintenance and Rehabilitation of Historic Buildings and Structures 75
"Predicting the fire resistance of timber members loaded in tension" 74
Effective width evaluation for steel-concrete composite beams 74
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. Part II: parametric study and comparison with the Eurocode 4 proposal 74
The effects of repeated earthquakes ground motions on the non-linear response of SDOF systems 74
Studio del comportamento dinamico della massa sismica isolata per la realizzazione di una tavola vibrante a 6 gradi di libertà 74
“Performance of notched coach screw connection for timber-concrete composite floor system.” 73
"Fire performance of timber-concrete composite floors" 73
Influence of rheological phenomena in timber-concrete composite beams 73
Long-term behaviour of wood-concrete composite floor/deck systems with shear key connection detail 73
“Experimental and numerical investigation of “Blockhaus” shear walls under in-plane cyclic loads.” 73
A hysteresis model for timber joints with dowel-type fasteners 72
Optimal design of tuned mass dampers for a multi-storey cross laminated timber building against seismic loads 72
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. Part I: finite element modelling and validation 71
"Composite wood-concrete beams using utility poles: time-dependent behavior" 71
"Numerical and experimental thermal-structural behaviour of laminated veneer lumber (LVL) exposed to fire" 71
“Experimental behaviour at ultimate limit state of a semi-prefabricated timber-concrete composite floor system.” 71
Effect of casting sequence on behaviour under the service load of composite girder bridges in cracked and uncracked phase 71
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour 71
Damage avoidance design of timber structures using High-Force-to-Volume damping devices 71
Mechanical behavior of timber-concrete connections with inclined screws 71
"Design of timber-concrete composite floors for fire resistance" 70
Analytical cracking load estimation of Laminated Veneer Lumber (LVL) beams with holes 70
“Implementazione di un modello numerico avanzato in Abaqus per la previsione del comportamento non lineare ciclico nel piano di pareti lignee a sistema “Blockhaus”.” 70
Long-term and collapse tests on a timber-concrete composite beam with glued-in connection 70
Cyclic behaviour of typical metal connectors for cross-laminates (CLT) structures 70
Non-linear simulation of shaking-table tests on 3- and 7-storey X-Lam timber buildings 70
Experimental and numerical analysis of in-plane compressed unprotected log-haus timber walls in fire conditions 70
Advanced modelling of CLT wall systems for earthquake resistant timber structures 70
Non-destructive assessment of gluing in cross-laminated timber panels. 70
Design and construction of prestressed timber buildings for seismic areas 69
A finite element model for collapse and long-term analysis of steel-concrete composite beams 69
Long-term analysis of steel-concrete composite beams: FE modelling for effective width evaluation 69
Behaviour of a timber-concrete composite beam with glued connection at strength limit state 69
“Non-linear cyclic modelling of moment-resisting timber frames.” 69
“A component approach for non-linear behavior of cross-laminated solid timber panels.” 69
Modelling of Laminated Veneer Lumber (LVL) beams with holes using cohesive elements 69
Experimental study and numerical investigation of 'Blockhaus'� shear walls subjected to in-plane seismic loads 69
FE modelling of notched connections for timber-concrete composite structures 69
“Connections for composite concrete slab and LVL flooring systems.” 68
"The effect of moisture and temperature variations on timber-concrete composite beams" 68
Experimental testing and analysis of damage-resistant rocking glulam walls with lead extrusion dampers 68
Numerical modelling of steel-to-timber joints and connectors for CLT structures 68
Numerical evaluation of long-term behaviour of timber-concrete composite beams 67
Numerical evaluation of long-term behaviour for continuous steel-concrete composite beams 67
Totale 9.100
Categoria #
all - tutte 72.567
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 72.567


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/20191.001 0 0 0 0 0 0 0 0 0 0 34 967
2019/20203.193 613 116 439 39 71 405 620 34 382 94 21 359
2020/20213.313 41 383 28 375 389 173 522 15 372 168 667 180
2021/20222.533 169 198 641 165 83 78 42 132 199 87 146 593
2022/20236.242 472 253 116 612 680 635 13 436 2.663 46 199 117
2023/20241.514 377 104 80 224 124 414 31 56 6 52 46 0
Totale 23.458