IRIS
FRAGIACOMO, MASSIMO
 Distribuzione geografica
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Continente #
NA - Nord America 23.647
EU - Europa 12.994
AS - Asia 11.688
SA - Sud America 1.555
Continente sconosciuto - Info sul continente non disponibili 524
OC - Oceania 187
AF - Africa 164
Totale 50.759
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Nazione #
US - Stati Uniti d'America 22.939
SG - Singapore 4.107
CN - Cina 3.262
IT - Italia 2.760
IE - Irlanda 2.036
RU - Federazione Russa 1.872
SE - Svezia 1.379
FR - Francia 1.299
TR - Turchia 1.273
BR - Brasile 1.218
HK - Hong Kong 1.130
DE - Germania 1.044
VN - Vietnam 895
GB - Regno Unito 867
UA - Ucraina 697
CA - Canada 445
FI - Finlandia 399
IN - India 173
BD - Bangladesh 152
AU - Australia 145
NL - Olanda 130
JP - Giappone 100
CL - Cile 94
AR - Argentina 89
ES - Italia 84
MX - Messico 75
PH - Filippine 71
BE - Belgio 67
IQ - Iraq 65
KR - Corea 56
IR - Iran 55
PL - Polonia 55
EC - Ecuador 54
MY - Malesia 51
ZA - Sudafrica 46
ID - Indonesia 44
NZ - Nuova Zelanda 42
CO - Colombia 34
IL - Israele 30
PT - Portogallo 30
CZ - Repubblica Ceca 29
JM - Giamaica 29
PK - Pakistan 29
CR - Costa Rica 28
EU - Europa 28
AT - Austria 27
RO - Romania 26
UZ - Uzbekistan 25
LT - Lituania 24
SI - Slovenia 24
NO - Norvegia 23
GT - Guatemala 21
MA - Marocco 21
VE - Venezuela 21
DZ - Algeria 20
NP - Nepal 20
HR - Croazia 19
PE - Perù 19
GR - Grecia 17
HN - Honduras 17
SA - Arabia Saudita 17
TW - Taiwan 17
AE - Emirati Arabi Uniti 16
SC - Seychelles 16
SV - El Salvador 16
NI - Nicaragua 15
TH - Thailandia 15
TT - Trinidad e Tobago 15
JO - Giordania 14
KE - Kenya 14
AZ - Azerbaigian 13
CH - Svizzera 12
EG - Egitto 12
RS - Serbia 11
DK - Danimarca 10
PY - Paraguay 10
CW - ???statistics.table.value.countryCode.CW??? 9
HU - Ungheria 9
EE - Estonia 8
BB - Barbados 7
BO - Bolivia 7
BY - Bielorussia 7
DO - Repubblica Dominicana 7
GP - Guadalupe 7
LV - Lettonia 7
PR - Porto Rico 7
BF - Burkina Faso 6
NG - Nigeria 6
OM - Oman 6
TN - Tunisia 6
UY - Uruguay 6
BG - Bulgaria 5
LU - Lussemburgo 5
BH - Bahrain 4
CY - Cipro 4
GD - Grenada 4
KG - Kirghizistan 4
LK - Sri Lanka 4
MN - Mongolia 4
XK - ???statistics.table.value.countryCode.XK??? 4
Totale 50.197
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Città #
Jacksonville 2.722
San Jose 2.407
Singapore 2.257
Chandler 2.163
Dublin 2.026
Ashburn 1.564
Dallas 1.564
Council Bluffs 1.356
Hong Kong 1.084
Santa Clara 1.073
Boardman 931
Nanjing 667
Izmir 627
New York 502
Milan 494
The Dalles 492
San Mateo 470
Beijing 389
Wilmington 388
Lawrence 377
Princeton 374
Moscow 332
Ho Chi Minh City 296
Lauterbourg 276
Los Angeles 240
Shanghai 233
Hanoi 213
Rome 199
Woodbridge 193
Nanchang 158
Ann Arbor 150
L’Aquila 146
Hangzhou 136
Verona 131
São Paulo 129
Columbus 121
Zhengzhou 110
Shenyang 106
Hefei 102
Miano 95
Naples 95
Seattle 95
Mountain View 93
Tianjin 87
Changsha 85
Frankfurt am Main 83
Montreal 83
L'aquila 79
Tokyo 78
Jiaxing 69
Phoenix 68
Santiago 67
Houston 66
Munich 65
Hebei 64
Helsinki 59
Amsterdam 58
Kunming 58
Jinan 56
Toronto 56
Atlanta 54
Des Moines 53
Orem 52
Brooklyn 51
London 51
Da Nang 50
Norwalk 48
Sydney 48
Turin 48
Guangzhou 47
Brussels 46
Buffalo 42
Chicago 42
Haiphong 41
San Francisco 41
Warsaw 39
Bologna 38
Stockholm 38
Denver 37
Falls Church 37
Chennai 36
Trento 36
Bari 35
Florence 35
Ningbo 35
North Bergen 35
Boston 34
Vancouver 34
Berlin 33
Padova 32
Belo Horizonte 28
Dearborn 28
Rio de Janeiro 28
Manchester 27
Baghdad 26
Fremont 26
Curitiba 25
Palermo 25
Johannesburg 24
Scarborough 24
Totale 30.266
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Nome #
“Experimental cyclic tests on cross-laminated timber panels and typical connections.” 833
"Development of prefabricated timber-concrete composite floor systems" 405
A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connections 299
“Multi-storey prestressed timber buildings in New Zealand.” 270
Extension of EC5 Annex B formulas for the design of timber-concrete composite structures 263
"Non-linear seismic analysis of a masonry building by means of the Sap2000 v.10 code." 223
"Long term deformation of epoxy glued glulam portal frame knee joints" May 2009. 214
"Strength and deformation characteristics of typical X-lam connections" 200
“The load-bearing performance of CLT wall elements in full-scale fire tests.” 193
"Finite element modelling of cross-laminated timber floors exposed to fire" 191
"A semi-prefabricated LVL-concrete composite floor system for the Australasian market" 188
"Cyclic modelling of joint and seismic analysis of frames with semi-rigid composite joints." 183
Cyclic behavior of cross-laminated timber (CLT) wall systems: Experimental tests and analytical prediction models 183
“Seismic design of multi-storey CLT buildings according to Eurocode 8.” 181
Seismic analysis of crosslaminated multistorey timber buildings using linear and nonlinear static and dynamic methods 181
“Advanced models for seismic analyses of timber buildings.” 179
“Capacity seismic design of X-LAM wall systems based on connection mechanical properties.” 178
“Seismic behaviour of cross-laminated timber buildings: numerical modelling and design provisions.” 176
Experimental-numerical investigation on the seismic behaviour of moment-resisting timber frames with densified veneer wood-reinforced timber joints and expanded tube fasteners 175
A finite element model for long-term analysis of timber-concrete composite beams 172
q-factor estimation for timber Blockhaus buildings. 171
Design of timber-concrete composite structures according to EC5-2002 version 170
"Experimental and numerical behaviour of cross-laminated timber floors in fire conditions" 164
“A component approach for the hysteretic behaviour of connections in cross-laminated wooden structures.” 162
Evaluation of the structural response under seismic actions using non-linear static methods 161
A linear finite element model to study creep and shrinkage effects in a timber-concrete composite beam with deformable connections 161
Optimal design of tuned mass dampers for a multi-storey cross laminated timber building against seismic loads 161
Experimental seismic behaviour of a two-storey CLT platform building: Design and shake table testing 160
Accuracy of N2 inelastic spectra for timber structures. 159
Mechanical Behavior of Timber–Concrete Connections With Inclined Screws 157
Behaviour of non and partially re-centering structures under repeated ground motions. 156
“Experimental and numerical analysis of a glass-to-steel joint.” 153
A hysteresis model for timber joints with dowel-type fasteners 153
“Seismic design options for post-tensioned timber walls.” 152
Proceedings of the 4th International Conference on Preservation, Maintenance and Rehabilitation of Historic Buildings and Structures 152
A finite element model for collapse and long-term analysis of steel-concrete composite beams 151
Non-linear simulation of shaking-table tests on 3- and 7-storey X-Lam timber buildings 151
Studio del comportamento dinamico della massa sismica isolata per la realizzazione di una tavola vibrante a 6 gradi di libertà 151
Experimental and Numerical Column Buckling Analysis of Hardwood Cross-Laminated Timber Panels 149
Seismic analysis of cross laminated timber buildings using code prescribed methods 149
Preliminary Results in the Design and Testing of Earthquake-Resistant School Furniture 145
Influence of viscous phenomena on steel-concrete composite beams with normal or high performance slab 145
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour 145
FE modelling of notched connections for timber-concrete composite structures 145
A novel method for non-linear design of CLT wall systems 145
A framework for seismic analysis of timber structures. 145
On the rocking behavior of CLT wall assemblies 145
Mechanical characterization of timber-to-timber composite (TTC) joints with self-tapping screws in a standard push-out setup 145
Numerical modelling of steel-to-timber joints and connectors for CLT structures 145
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. Part I: finite element modelling and validation 144
Effect of casting sequence on behaviour under the service load of composite girder bridges in cracked and uncracked phase 144
The effects of repeated earthquakes ground motions on the non-linear response of SDOF systems 144
On the accuracy of the N2 inelastic spectrum for timber structures 144
Numerical investigation of the fire resistance of protected cross-laminated timber floor panels 144
"Predicting the fire resistance of timber members loaded in tension" 143
“Connections for composite concrete slab and LVL flooring systems.” 143
“Alternative approach to avoid brittle failure in dowelled connections.” 143
A finite element model for short and long term analysis of steel-concrete composite beams in cracked phase 143
q-factor estimation for 3D log-house timber buildings via Finite Element analyses 143
“Applicazione di Tuned Mass Damper su edifici multipiano in legno.” 142
The new version of chapter 8 of Eurocode 8 142
Operational Modal Analysis, Model Update and Fragility Curves Estimation, through Truncated Incremental Dynamic Analysis, of a Masonry Belfry 142
“An Analytical model for design of reinforcement around holes in Laminated Veneer Lumber (LVL) beams.” 141
“Proposal for the q-factor of moment-resisting timber frames with high ductility dowel connectors.” 141
Allowable moment redistribution in the structural design of continuous steel-concrete composite beams 141
Experimental tests and numerical modelling of timber joints with tube fasteners 140
“Long-term load test of a wood-concrete composite beam.” 139
“General notes on ductility in timber structures.” 139
Experimental and numerical investigations on timber-concrete connections with inclined screws 139
Time-domain identification of the elastic modulus of simply supported box girders under moving loads: Method and full-scale validation 139
Mechanical characterization of novel Homogeneous Beech and hybrid Beech-Corsican Pine thin Cross-Laminated timber panels 139
Evaluation of shrinkage effects in steel-concrete composite beams with deformable connection 138
Finite element assessment of the seismic performance of three dimensional Blockhaus buildings 138
A simplified non-linear procedure for seismic design of CLT wall systems 138
Experimental and numerical investigations on timber-concrete connections with inclined screws 138
Tree-Years Dynamic Monitoring of the Santa Maria di Collemaggio Basilica: Progressive Decrement of the First Natural Frequencies 137
"Moment redistribution in continuous steel-concrete composite beams with compact cross-section" 137
"Non-linear modelling of wooden light-frame and X-lam structures" 137
The design of a semi-prefabricated LVL-concrete composite floor 137
Seismic analysis of a steel frame coupled with dissipative bracings 136
Long-term behaviour of timber-concrete composite beams 136
The 18th-Century Baraccato of L’Aquila 136
Assessment of structural interventions using Bayesian updating and subspace-based fault detection methods: the case study of S. Maria di Collemaggio basilica, L’Aquila, Italy 136
Experimental testing and analysis of damage-resistant rocking glulam walls with lead extrusion dampers 136
Machine learning predictions of code-based seismic vulnerability for reinforced concrete and masonry buildings: Insights from a 300-building database 135
Modelling of Laminated Veneer Lumber (LVL) beams with holes using cohesive elements 135
Numerical analysis of timber log-haus walls with steel dovetail reinforcements under in-plane seismic loads. 135
Effective width evaluation for steel-concrete composite beams 134
Seismic design of a six-storey CLT building in Florence, Italy 134
Non-linear modelling of the three and seven storey X-lam buildings tested within the SOFIE Project 134
Experimental and numerical analysis of in-plane compressed unprotected log-haus timber walls in fire conditions 134
An upgrade of existing practice-oriented FE design models for the seismic analysis of CLT buildings 134
“Long-term behavior of prestressed LVL members. I: Experimental tests.” 133
“Implementazione di un modello numerico avanzato in Abaqus per la previsione del comportamento non lineare ciclico nel piano di pareti lignee a sistema “Blockhaus”.” 133
“Influence of repeated and sustained loading on the performance of layered wood-concrete composite beams.” 133
"Composite wood-concrete beams using utility poles: time-dependent behavior" 132
Long-term behaviour of laminated veneer lumber members prestressed with unbonded tendons 132
Bayesian estimate of the elastic modulus of concrete box girders from dynamic identification: a statistical framework for the A24 motorway in Italy 131
Experimental testing of school furniture designed with life-saving functions in case of earthquakes 130
Design and construction of prestressed timber buildings for seismic areas 130
Totale 16.363
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Categoria #
all - tutte 196.962
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 196.962
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.525 0 0 0 165 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
2024/20257.032 141 191 887 214 719 636 699 658 1.377 522 564 424
2025/202614.078 591 1.623 972 1.308 1.051 1.135 2.524 573 1.559 1.502 1.005 235
2026/20276.012 424 996 1.260 3.332 0 0 0 0 0 0 0 0
Totale 50.759