IRIS
FRAGIACOMO, MASSIMO
 Distribuzione geografica
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Continente #
NA - Nord America 11.027
EU - Europa 8.051
AS - Asia 4.076
OC - Oceania 175
SA - Sud America 122
Continente sconosciuto - Info sul continente non disponibili 30
AF - Africa 27
Totale 23.508
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Nazione #
US - Stati Uniti d'America 10.886
CN - Cina 2.408
IE - Irlanda 2.030
SE - Svezia 1.341
TR - Turchia 1.229
IT - Italia 967
FR - Francia 851
DE - Germania 823
GB - Regno Unito 689
UA - Ucraina 673
FI - Finlandia 328
SG - Singapore 151
AU - Australia 135
CA - Canada 125
CL - Cile 68
IN - India 52
IR - Iran 52
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
CZ - Repubblica Ceca 27
JP - Giappone 23
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
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
PE - Perù 5
LT - Lituania 4
LV - Lettonia 4
EE - Estonia 3
GT - Guatemala 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 23.508
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Città #
Jacksonville 2.713
Chandler 2.162
Dublin 2.020
Nanjing 666
Izmir 626
Boardman 518
San Mateo 470
Wilmington 388
Lawrence 375
Princeton 374
New York 307
Beijing 217
Shanghai 212
Woodbridge 191
Milan 161
Nanchang 158
Ann Arbor 150
L’Aquila 136
Hangzhou 129
Ashburn 128
Verona 121
Zhengzhou 107
Shenyang 105
Singapore 98
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
Santa Clara 38
Falls Church 36
Guangzhou 36
Houston 36
Brussels 34
Ningbo 34
Trento 34
Padova 32
Berlin 31
Rome 28
Dearborn 27
London 27
Fremont 24
Grafing 23
Helsinki 23
Redwood City 21
Taizhou 21
Tappahannock 21
Vancouver 21
Brno 20
Dallas 20
Scarborough 20
Changchun 18
Dong Ket 18
Trieste 18
Lanzhou 17
Pune 16
Corvallis 14
Kitzingen 14
Aquila 13
Bremen 13
Ottawa 13
Fuzhou 12
La Coruña 12
Melbourne 12
Auckland 11
Lappeenranta 11
Quito 11
Wuhan 11
Boston 10
Delft 10
Florence 10
Tokyo 10
Munich 9
Seoul 9
Taipei 9
Belfast 8
Bologna 8
Haikou 8
Bristol 7
Madrid 7
Deakin 6
Ferrara 6
Kuala Lumpur 6
Minneapolis 6
Rennes 6
Sheffield 6
Venezia 6
Vienna 6
Xian 6
Adelaide 5
Athens 5
Totale 14.441
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Nome #
“Experimental cyclic tests on cross-laminated timber panels and typical connections.” 747
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 185
"Long term deformation of epoxy glued glulam portal frame knee joints" May 2009. 146
"Strength and deformation characteristics of typical X-lam connections" 139
"Finite element modelling of cross-laminated timber floors exposed to fire" 139
“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 123
"Non-linear seismic analysis of a masonry building by means of the Sap2000 v.10 code." 119
Design of timber-concrete composite structures according to EC5-2002 version 118
“The load-bearing performance of CLT wall elements in full-scale fire tests.” 116
"Cyclic modelling of joint and seismic analysis of frames with semi-rigid composite joints." 116
Seismic analysis of crosslaminated multistorey timber buildings using linear and nonlinear static and dynamic methods 109
A finite element model for long-term analysis of timber-concrete composite beams 102
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
“Proposal for the q-factor of moment-resisting timber frames with high ductility dowel connectors.” 91
“Seismic design of multi-storey CLT buildings according to Eurocode 8.” 90
A linear finite element model to study creep and shrinkage effects in a timber-concrete composite beam with deformable connections 90
Allowable moment redistribution in the structural design of continuous steel-concrete composite beams 90
Accuracy of N2 inelastic spectra for timber structures. 90
“Applicazione di Tuned Mass Damper su edifici multipiano in legno.” 89
Experimental and numerical investigations on timber-concrete connections with inclined screws 88
A finite element model for short and long term analysis of steel-concrete composite beams in cracked phase 87
“A component approach for the hysteretic behaviour of connections in cross-laminated wooden structures.” 86
Evaluation of the structural response under seismic actions using non-linear static methods 86
Seismic analysis of cross laminated timber buildings using code prescribed methods 86
“Alternative approach to avoid brittle failure in dowelled connections.” 85
q-factor estimation for timber Blockhaus buildings. 85
"Development of prefabricated timber-concrete composite floor systems" 84
Long-term behaviour of timber-concrete composite beams 84
Behaviour of non and partially re-centering structures under repeated ground motions. 84
Experimental seismic behaviour of a two-storey CLT platform building: Design and shake table testing 83
"Moment redistribution in continuous steel-concrete composite beams with compact cross-section" 82
“An Analytical model for design of reinforcement around holes in Laminated Veneer Lumber (LVL) beams.” 82
“Susceptibility to vibrations of LVL-concrete composite floors” 82
The new version of chapter 8 of Eurocode 8 82
Numerical investigation of the fire resistance of protected cross-laminated timber floor panels 82
Special Issue on Seismic Resistant Timber Structures 81
“Experimental and numerical analysis of a glass-to-steel joint.” 80
“Multi-storey prestressed timber buildings in New Zealand.” 80
“Testing of wood-concrete composite beams with shear key detail.” 79
Non-linear modelling of the three and seven storey X-lam buildings tested within the SOFIE Project 79
Proceedings of the 4th International Conference on Preservation, Maintenance and Rehabilitation of Historic Buildings and Structures 78
"Non-linear modelling of wooden light-frame and X-lam structures" 77
“Innovative engineered timber building systems for non residential applications.” 77
FE modelling of notched connections for timber-concrete composite structures 77
“Influence of repeated and sustained loading on the performance of layered wood-concrete composite beams.” 77
On the accuracy of the N2 inelastic spectrum for timber structures 77
"Predicting the fire resistance of timber members loaded in tension" 76
“Modelling and design of timber-concrete-composite structures in the long-term.” 76
Evaluation of shrinkage effects in steel-concrete composite beams with deformable connection 76
The design of a semi-prefabricated LVL-concrete composite floor 76
Effective width evaluation for steel-concrete composite beams 75
Simplified approach to evaluate creep and shrinkage effects in steel-concrete composite beams 75
Studio del comportamento dinamico della massa sismica isolata per la realizzazione di una tavola vibrante a 6 gradi di libertà 75
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
Long-term behaviour of wood-concrete composite floor/deck systems with shear key connection detail 74
“Experimental and numerical investigation of “Blockhaus” shear walls under in-plane cyclic loads.” 74
The effects of repeated earthquakes ground motions on the non-linear response of SDOF systems 74
Optimal design of tuned mass dampers for a multi-storey cross laminated timber building against seismic loads 74
Design and construction of prestressed timber buildings for seismic areas 73
“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
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour 73
A hysteresis model for timber joints with dowel-type fasteners 73
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. Part I: finite element modelling and validation 72
“Experimental behaviour at ultimate limit state of a semi-prefabricated timber-concrete composite floor system.” 72
Non-linear simulation of shaking-table tests on 3- and 7-storey X-Lam timber buildings 72
"Design of timber-concrete composite floors for fire resistance" 71
"Composite wood-concrete beams using utility poles: time-dependent behavior" 71
Behaviour of a timber-concrete composite beam with glued connection at strength limit state 71
"Numerical and experimental thermal-structural behaviour of laminated veneer lumber (LVL) exposed to fire" 71
Effect of casting sequence on behaviour under the service load of composite girder bridges in cracked and uncracked phase 71
Numerical evaluation of long-term behaviour for continuous steel-concrete composite beams 71
“Implementazione di un modello numerico avanzato in Abaqus per la previsione del comportamento non lineare ciclico nel piano di pareti lignee a sistema “Blockhaus”.” 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
Advanced modelling of CLT wall systems for earthquake resistant timber structures 71
A finite element model for collapse and long-term analysis of steel-concrete composite beams 70
Long-term analysis of steel-concrete composite beams: FE modelling for effective width evaluation 70
Analytical cracking load estimation of Laminated Veneer Lumber (LVL) beams with holes 70
Long-term and collapse tests on a timber-concrete composite beam with glued-in connection 70
Modelling of Laminated Veneer Lumber (LVL) beams with holes using cohesive elements 70
Experimental study and numerical investigation of 'Blockhaus'� shear walls subjected to in-plane seismic loads 70
Cyclic behaviour of typical metal connectors for cross-laminates (CLT) structures 70
Experimental and numerical analysis of in-plane compressed unprotected log-haus timber walls in fire conditions 70
Non-destructive assessment of gluing in cross-laminated timber panels. 70
Numerical modelling of steel-to-timber joints and connectors for CLT structures 70
“Non-linear cyclic modelling of moment-resisting timber frames.” 69
“A component approach for non-linear behavior of cross-laminated solid timber panels.” 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
Seismic analysis of a historical stone-masonry industrial building by the Abaqus code 67
Totale 9.215
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Categoria #
all - tutte 83.616
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 83.616
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20202.580 0 116 439 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
2023/20241.693 377 104 80 224 124 414 31 56 6 52 84 141
2024/2025288 141 147 0 0 0 0 0 0 0 0 0 0
Totale 23.925