IRIS
FRAGIACOMO, MASSIMO
 Distribuzione geografica
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Continente #
NA - Nord America 12.606
EU - Europa 9.218
AS - Asia 6.538
SA - Sud America 628
OC - Oceania 175
AF - Africa 52
Continente sconosciuto - Info sul continente non disponibili 30
Totale 29.247
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Nazione #
US - Stati Uniti d'America 12.433
CN - Cina 2.591
IE - Irlanda 2.030
SG - Singapore 1.452
SE - Svezia 1.341
TR - Turchia 1.240
IT - Italia 1.062
RU - Federazione Russa 935
HK - Hong Kong 910
DE - Germania 889
FR - Francia 855
GB - Regno Unito 699
UA - Ucraina 680
BR - Brasile 494
FI - Finlandia 365
CA - Canada 141
AU - Australia 135
CL - Cile 71
IN - India 57
NL - Olanda 56
BE - Belgio 53
IR - Iran 53
NZ - Nuova Zelanda 40
ES - Italia 39
KR - Corea 38
MY - Malesia 32
CZ - Repubblica Ceca 28
EU - Europa 28
JP - Giappone 26
EC - Ecuador 23
PT - Portogallo 22
AT - Austria 21
SI - Slovenia 21
VN - Vietnam 20
MX - Messico 19
AR - Argentina 18
HR - Croazia 18
RO - Romania 14
DZ - Algeria 13
IQ - Iraq 13
PK - Pakistan 13
ID - Indonesia 12
GR - Grecia 11
TW - Taiwan 11
UZ - Uzbekistan 11
EG - Egitto 10
PL - Polonia 10
LT - Lituania 9
PE - Perù 9
PH - Filippine 9
RS - Serbia 9
CH - Svizzera 8
HU - Ungheria 8
NO - Norvegia 8
BD - Bangladesh 7
DK - Danimarca 7
IL - Israele 7
MA - Marocco 7
TH - Thailandia 6
ZA - Sudafrica 6
BF - Burkina Faso 5
EE - Estonia 5
KE - Kenya 5
LV - Lettonia 5
NP - Nepal 5
AE - Emirati Arabi Uniti 4
GT - Guatemala 4
JO - Giordania 4
LK - Sri Lanka 4
LU - Lussemburgo 4
VE - Venezuela 4
BO - Bolivia 3
HN - Honduras 3
NG - Nigeria 3
OM - Oman 3
CO - Colombia 2
CY - Cipro 2
JM - Giamaica 2
PY - Paraguay 2
SK - Slovacchia (Repubblica Slovacca) 2
SY - Repubblica araba siriana 2
TN - Tunisia 2
A1 - Anonimo 1
A2 - ???statistics.table.value.countryCode.A2??? 1
AZ - Azerbaigian 1
BA - Bosnia-Erzegovina 1
BN - Brunei Darussalam 1
BY - Bielorussia 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
GE - Georgia 1
GY - Guiana 1
KG - Kirghizistan 1
LB - Libano 1
MD - Moldavia 1
MK - Macedonia 1
NI - Nicaragua 1
SN - Senegal 1
SR - Suriname 1
TM - Turkmenistan 1
Totale 29.246
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Città #
Jacksonville 2.713
Chandler 2.162
Dublin 2.020
Boardman 926
Santa Clara 899
Hong Kong 888
Nanjing 667
Singapore 647
Izmir 626
San Mateo 470
Wilmington 388
Lawrence 375
Princeton 374
New York 307
Shanghai 229
Beijing 228
Moscow 197
Woodbridge 191
Milan 167
Nanchang 158
Ann Arbor 150
L’Aquila 138
Ashburn 131
Hangzhou 131
Verona 121
Zhengzhou 109
Shenyang 106
Mountain View 93
Tianjin 84
Changsha 83
L'aquila 79
Seattle 78
The Dalles 71
Council Bluffs 70
Jiaxing 69
Hebei 64
Rome 62
Santiago 62
Helsinki 59
Kunming 58
Jinan 56
Los Angeles 50
Des Moines 49
Norwalk 48
Brussels 42
Guangzhou 41
Sydney 40
Falls Church 36
Houston 36
Ningbo 35
Trento 34
London 32
Padova 32
Berlin 31
São Paulo 30
Dearborn 27
Munich 27
Fremont 24
Grafing 23
Taizhou 22
Vancouver 22
Brno 21
Dallas 21
Redwood City 21
Tappahannock 21
Scarborough 20
Changchun 18
Dong Ket 18
Trieste 18
Curitiba 17
Lanzhou 17
Corvallis 16
Falkenstein 16
Pune 16
Quito 16
Wuhan 16
Ottawa 15
Kitzingen 14
Rio de Janeiro 14
Toronto 14
Aquila 13
Bremen 13
Fuzhou 13
La Coruña 12
Lappeenranta 12
Melbourne 12
Auckland 11
Belo Horizonte 11
Tokyo 11
Boston 10
Brasília 10
Delft 10
Florence 10
Istanbul 10
Pescara 10
Taipei 10
Tashkent 10
Bologna 9
Haikou 9
Seoul 9
Totale 17.731
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Nome #
“Experimental cyclic tests on cross-laminated timber panels and typical connections.” 776
A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connections 217
Extension of EC5 Annex B formulas for the design of timber-concrete composite structures 214
"Long term deformation of epoxy glued glulam portal frame knee joints" May 2009. 162
"Finite element modelling of cross-laminated timber floors exposed to fire" 152
"Strength and deformation characteristics of typical X-lam connections" 150
"Non-linear seismic analysis of a masonry building by means of the Sap2000 v.10 code." 140
“Capacity seismic design of X-LAM wall systems based on connection mechanical properties.” 140
“Advanced models for seismic analyses of timber buildings.” 139
Cyclic behavior of cross-laminated timber (CLT) wall systems: Experimental tests and analytical prediction models 135
Design of timber-concrete composite structures according to EC5-2002 version 131
"Cyclic modelling of joint and seismic analysis of frames with semi-rigid composite joints." 130
“The load-bearing performance of CLT wall elements in full-scale fire tests.” 127
“Seismic design of multi-storey CLT buildings according to Eurocode 8.” 122
Seismic analysis of crosslaminated multistorey timber buildings using linear and nonlinear static and dynamic methods 122
“Seismic behaviour of cross-laminated timber buildings: numerical modelling and design provisions.” 121
A finite element model for long-term analysis of timber-concrete composite beams 118
Optimal design of tuned mass dampers for a multi-storey cross laminated timber building against seismic loads 116
Mechanical Behavior of Timber–Concrete Connections With Inclined Screws 110
Experimental-numerical investigation on the seismic behaviour of moment-resisting timber frames with densified veneer wood-reinforced timber joints and expanded tube fasteners 109
"A semi-prefabricated LVL-concrete composite floor system for the Australasian market" 108
“Seismic design options for post-tensioned timber walls.” 107
"Experimental and numerical behaviour of cross-laminated timber floors in fire conditions" 105
q-factor estimation for timber Blockhaus buildings. 105
"Development of prefabricated timber-concrete composite floor systems" 104
Seismic analysis of cross laminated timber buildings using code prescribed methods 104
Behaviour of non and partially re-centering structures under repeated ground motions. 104
“Proposal for the q-factor of moment-resisting timber frames with high ductility dowel connectors.” 103
A linear finite element model to study creep and shrinkage effects in a timber-concrete composite beam with deformable connections 102
Allowable moment redistribution in the structural design of continuous steel-concrete composite beams 102
Accuracy of N2 inelastic spectra for timber structures. 102
“Applicazione di Tuned Mass Damper su edifici multipiano in legno.” 101
“Alternative approach to avoid brittle failure in dowelled connections.” 99
A finite element model for short and long term analysis of steel-concrete composite beams in cracked phase 99
Numerical investigation of the fire resistance of protected cross-laminated timber floor panels 99
Evaluation of the structural response under seismic actions using non-linear static methods 98
Influence of viscous phenomena on steel-concrete composite beams with normal or high performance slab 98
“Multi-storey prestressed timber buildings in New Zealand.” 98
Experimental and numerical investigations on timber-concrete connections with inclined screws 98
“A component approach for the hysteretic behaviour of connections in cross-laminated wooden structures.” 97
Evaluation of shrinkage effects in steel-concrete composite beams with deformable connection 96
FE modelling of notched connections for timber-concrete composite structures 96
Experimental seismic behaviour of a two-storey CLT platform building: Design and shake table testing 96
Long-term behaviour of timber-concrete composite beams 95
The new version of chapter 8 of Eurocode 8 95
"Moment redistribution in continuous steel-concrete composite beams with compact cross-section" 94
Effect of casting sequence on behaviour under the service load of composite girder bridges in cracked and uncracked phase 94
Special Issue on Seismic Resistant Timber Structures 94
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour 94
“Experimental and numerical analysis of a glass-to-steel joint.” 93
Proceedings of the 4th International Conference on Preservation, Maintenance and Rehabilitation of Historic Buildings and Structures 93
Mechanical characterization of timber-to-timber composite (TTC) joints with self-tapping screws in a standard push-out setup 93
“An Analytical model for design of reinforcement around holes in Laminated Veneer Lumber (LVL) beams.” 92
“Susceptibility to vibrations of LVL-concrete composite floors” 92
“Testing of wood-concrete composite beams with shear key detail.” 92
Non-linear simulation of shaking-table tests on 3- and 7-storey X-Lam timber buildings 92
“Innovative engineered timber building systems for non residential applications.” 91
Studio del comportamento dinamico della massa sismica isolata per la realizzazione di una tavola vibrante a 6 gradi di libertà 91
Non-linear modelling of the three and seven storey X-lam buildings tested within the SOFIE Project 90
On the accuracy of the N2 inelastic spectrum for timber structures 90
"Predicting the fire resistance of timber members loaded in tension" 89
“Modelling and design of timber-concrete-composite structures in the long-term.” 89
Modelling of Laminated Veneer Lumber (LVL) beams with holes using cohesive elements 89
A hysteresis model for timber joints with dowel-type fasteners 89
“Influence of repeated and sustained loading on the performance of layered wood-concrete composite beams.” 88
“Experimental and numerical investigation of “Blockhaus” shear walls under in-plane cyclic loads.” 88
Assessment of the structural stability of Blockhaus timber walls under in-plane compression via full-scale buckling experiments 88
Numerical analysis of timber log-haus walls with steel dovetail reinforcements under in-plane seismic loads. 88
The design of a semi-prefabricated LVL-concrete composite floor 88
Effective width evaluation for steel-concrete composite beams 87
Long-term analysis of steel-concrete composite beams: FE modelling for effective width evaluation 87
"Non-linear modelling of wooden light-frame and X-lam structures" 87
"Design of timber-concrete composite floors for fire resistance" 86
Simplified approach to evaluate creep and shrinkage effects in steel-concrete composite beams 86
Numerical evaluation of long-term behaviour for continuous steel-concrete composite beams 86
Long-term behaviour of wood-concrete composite floor/deck systems with shear key connection detail 86
A simplified non-linear procedure for seismic design of CLT wall systems 86
The effects of repeated earthquakes ground motions on the non-linear response of SDOF systems 86
Experimental testing and analysis of damage-resistant rocking glulam walls with lead extrusion dampers 86
"Fatigue behavior of notched connections in wood-concrete composites" 86
Design and construction of prestressed timber buildings for seismic areas 85
“Long-term load test of a wood-concrete composite beam.” 85
Behaviour of a timber-concrete composite beam with glued connection at strength limit state 85
“Performance of notched coach screw connection for timber-concrete composite floor system.” 85
"Numerical and experimental thermal-structural behaviour of laminated veneer lumber (LVL) exposed to fire" 85
Damage avoidance design of timber structures using High-Force-to-Volume damping devices 85
Advanced modelling of CLT wall systems for earthquake resistant timber structures 85
Time-domain identification of the elastic modulus of simply supported box girders under moving loads: Method and full-scale validation 85
“Connections for composite concrete slab and LVL flooring systems.” 84
A finite element model for collapse and long-term analysis of steel-concrete composite beams 84
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. Part II: parametric study and comparison with the Eurocode 4 proposal 84
"Fire performance of timber-concrete composite floors" 84
A novel method for non-linear design of CLT wall systems 84
Numerical modelling of steel-to-timber joints and connectors for CLT structures 84
Seismic analysis of a historical stone-masonry industrial building by the Abaqus code 83
Influence of rheological phenomena in timber-concrete composite beams 83
“Experimental behaviour at ultimate limit state of a semi-prefabricated timber-concrete composite floor system.” 83
A new effective F.E. formulation for studying the long-term behaviour of continuous steel-concrete composite beams 83
Mechanical behavior of timber-concrete connections with inclined screws 83
Grading of Maritime Pine from Sardinia (Italy) for use in Cross Laminated Timber. 83
Totale 10.754
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Categoria #
all - tutte 123.318
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 123.318
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020380 0 0 0 0 0 0 0 0 0 0 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
2024/20256.068 141 191 887 214 719 636 699 658 1.377 522 24 0
Totale 29.705