IRIS
FRAGIACOMO, MASSIMO
 Distribuzione geografica
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Continente #
NA - Nord America 19.579
AS - Asia 11.469
EU - Europa 11.340
SA - Sud America 1.478
OC - Oceania 184
AF - Africa 147
Continente sconosciuto - Info sul continente non disponibili 34
Totale 44.231
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Nazione #
US - Stati Uniti d'America 19.182
SG - Singapore 4.042
CN - Cina 3.221
IE - Irlanda 2.036
RU - Federazione Russa 1.849
SE - Svezia 1.379
FR - Francia 1.283
IT - Italia 1.270
TR - Turchia 1.270
BR - Brasile 1.171
HK - Hong Kong 1.120
DE - Germania 1.022
VN - Vietnam 886
GB - Regno Unito 829
UA - Ucraina 690
FI - Finlandia 399
CA - Canada 264
IN - India 167
AU - Australia 143
BD - Bangladesh 141
NL - Olanda 117
JP - Giappone 99
CL - Cile 90
AR - Argentina 84
ES - Italia 76
MX - Messico 73
BE - Belgio 66
IQ - Iraq 65
IR - Iran 54
KR - Corea 52
PL - Polonia 52
MY - Malesia 50
EC - Ecuador 48
ZA - Sudafrica 46
ID - Indonesia 41
NZ - Nuova Zelanda 41
PH - Filippine 32
PK - Pakistan 29
CZ - Repubblica Ceca 28
EU - Europa 28
AT - Austria 26
PT - Portogallo 26
UZ - Uzbekistan 25
NO - Norvegia 23
SI - Slovenia 23
CO - Colombia 22
MA - Marocco 21
DZ - Algeria 20
HR - Croazia 19
LT - Lituania 19
VE - Venezuela 19
PE - Perù 18
NP - Nepal 17
RO - Romania 17
SA - Arabia Saudita 17
TW - Taiwan 17
JM - Giamaica 16
AE - Emirati Arabi Uniti 15
JO - Giordania 14
KE - Kenya 14
TH - Thailandia 14
AZ - Azerbaigian 13
GR - Grecia 13
IL - Israele 13
CH - Svizzera 12
EG - Egitto 12
RS - Serbia 11
PY - Paraguay 10
HU - Ungheria 9
BO - Bolivia 7
BY - Bielorussia 7
DK - Danimarca 7
LV - Lettonia 7
BF - Burkina Faso 6
CR - Costa Rica 6
DO - Repubblica Dominicana 6
GT - Guatemala 6
NG - Nigeria 6
OM - Oman 6
TN - Tunisia 6
UY - Uruguay 6
EE - Estonia 5
HN - Honduras 5
LU - Lussemburgo 5
TT - Trinidad e Tobago 5
BH - Bahrain 4
KG - Kirghizistan 4
LK - Sri Lanka 4
MN - Mongolia 4
SV - El Salvador 4
XK - ???statistics.table.value.countryCode.XK??? 4
BA - Bosnia-Erzegovina 3
BG - Bulgaria 3
GE - Georgia 3
KH - Cambogia 3
KZ - Kazakistan 3
LB - Libano 3
PS - Palestinian Territory 3
QA - Qatar 3
SK - Slovacchia (Repubblica Slovacca) 3
Totale 44.177
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Città #
Jacksonville 2.717
Singapore 2.246
Chandler 2.162
San Jose 2.081
Dublin 2.026
Dallas 1.538
Hong Kong 1.081
Santa Clara 1.013
Boardman 931
Ashburn 868
Nanjing 667
Izmir 627
Council Bluffs 567
The Dalles 492
San Mateo 470
New York 429
Wilmington 388
Beijing 376
Lawrence 375
Princeton 374
Moscow 332
Ho Chi Minh City 294
Lauterbourg 276
Shanghai 232
Hanoi 210
Milan 200
Woodbridge 191
Los Angeles 164
Nanchang 158
Ann Arbor 150
L’Aquila 145
Hangzhou 135
Verona 123
Columbus 115
Zhengzhou 110
Shenyang 106
Hefei 102
São Paulo 102
Mountain View 93
Seattle 91
Tianjin 87
Changsha 85
Frankfurt am Main 80
Rome 80
L'aquila 79
Tokyo 77
Jiaxing 69
Munich 65
Hebei 64
Santiago 64
Helsinki 59
Kunming 58
Amsterdam 56
Houston 56
Jinan 56
Des Moines 53
Da Nang 50
London 50
Montreal 49
Norwalk 48
Orem 48
Guangzhou 47
Brussels 46
Sydney 46
Haiphong 41
Atlanta 39
Warsaw 39
Stockholm 38
Brooklyn 36
Chennai 36
Falls Church 36
Phoenix 36
Ningbo 35
Trento 34
Berlin 33
Boston 33
San Francisco 33
Padova 32
Toronto 32
Denver 31
Vancouver 28
Belo Horizonte 27
Dearborn 27
Rio de Janeiro 27
Baghdad 26
Curitiba 25
Manchester 25
Fremont 24
Johannesburg 24
Taizhou 24
Grafing 23
Lappeenranta 23
Mexico City 22
Tashkent 22
Turku 22
Brasília 21
Brno 21
Chicago 21
Redwood City 21
Scarborough 21
Totale 27.267
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Nome #
“Experimental cyclic tests on cross-laminated timber panels and typical connections.” 819
A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connections 283
Extension of EC5 Annex B formulas for the design of timber-concrete composite structures 249
"Long term deformation of epoxy glued glulam portal frame knee joints" May 2009. 206
"Non-linear seismic analysis of a masonry building by means of the Sap2000 v.10 code." 204
"Strength and deformation characteristics of typical X-lam connections" 192
"Finite element modelling of cross-laminated timber floors exposed to fire" 183
"A semi-prefabricated LVL-concrete composite floor system for the Australasian market" 176
“The load-bearing performance of CLT wall elements in full-scale fire tests.” 172
“Capacity seismic design of X-LAM wall systems based on connection mechanical properties.” 170
"Cyclic modelling of joint and seismic analysis of frames with semi-rigid composite joints." 170
Seismic analysis of crosslaminated multistorey timber buildings using linear and nonlinear static and dynamic methods 168
“Advanced models for seismic analyses of timber buildings.” 165
Cyclic behavior of cross-laminated timber (CLT) wall systems: Experimental tests and analytical prediction models 165
“Seismic design of multi-storey CLT buildings according to Eurocode 8.” 162
Experimental-numerical investigation on the seismic behaviour of moment-resisting timber frames with densified veneer wood-reinforced timber joints and expanded tube fasteners 161
Design of timber-concrete composite structures according to EC5-2002 version 160
A finite element model for long-term analysis of timber-concrete composite beams 157
“Seismic behaviour of cross-laminated timber buildings: numerical modelling and design provisions.” 156
q-factor estimation for timber Blockhaus buildings. 152
Optimal design of tuned mass dampers for a multi-storey cross laminated timber building against seismic loads 151
"Development of prefabricated timber-concrete composite floor systems" 150
Accuracy of N2 inelastic spectra for timber structures. 150
A linear finite element model to study creep and shrinkage effects in a timber-concrete composite beam with deformable connections 149
Behaviour of non and partially re-centering structures under repeated ground motions. 147
Experimental seismic behaviour of a two-storey CLT platform building: Design and shake table testing 145
“Seismic design options for post-tensioned timber walls.” 143
Mechanical Behavior of Timber–Concrete Connections With Inclined Screws 143
Evaluation of the structural response under seismic actions using non-linear static methods 142
Studio del comportamento dinamico della massa sismica isolata per la realizzazione di una tavola vibrante a 6 gradi di libertà 142
“A component approach for the hysteretic behaviour of connections in cross-laminated wooden structures.” 139
"Experimental and numerical behaviour of cross-laminated timber floors in fire conditions" 139
“Multi-storey prestressed timber buildings in New Zealand.” 138
Seismic analysis of cross laminated timber buildings using code prescribed methods 138
A hysteresis model for timber joints with dowel-type fasteners 138
Numerical modelling of steel-to-timber joints and connectors for CLT structures 138
Experimental and Numerical Column Buckling Analysis of Hardwood Cross-Laminated Timber Panels 137
FE modelling of notched connections for timber-concrete composite structures 135
A framework for seismic analysis of timber structures. 135
Numerical investigation of the fire resistance of protected cross-laminated timber floor panels 133
“Proposal for the q-factor of moment-resisting timber frames with high ductility dowel connectors.” 132
A finite element model for short and long term analysis of steel-concrete composite beams in cracked phase 132
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour 132
“Experimental and numerical analysis of a glass-to-steel joint.” 131
A finite element model for collapse and long-term analysis of steel-concrete composite beams 131
“Alternative approach to avoid brittle failure in dowelled connections.” 131
Non-linear simulation of shaking-table tests on 3- and 7-storey X-Lam timber buildings 131
On the accuracy of the N2 inelastic spectrum for timber structures 131
Proceedings of the 4th International Conference on Preservation, Maintenance and Rehabilitation of Historic Buildings and Structures 131
Effect of casting sequence on behaviour under the service load of composite girder bridges in cracked and uncracked phase 130
Allowable moment redistribution in the structural design of continuous steel-concrete composite beams 130
Experimental tests and numerical modelling of timber joints with tube fasteners 130
Experimental and numerical investigations on timber-concrete connections with inclined screws 130
q-factor estimation for 3D log-house timber buildings via Finite Element analyses 130
“Applicazione di Tuned Mass Damper su edifici multipiano in legno.” 129
Operational Modal Analysis, Model Update and Fragility Curves Estimation, through Truncated Incremental Dynamic Analysis, of a Masonry Belfry 129
“An Analytical model for design of reinforcement around holes in Laminated Veneer Lumber (LVL) beams.” 128
Influence of viscous phenomena on steel-concrete composite beams with normal or high performance slab 128
Finite element assessment of the seismic performance of three dimensional Blockhaus buildings 128
On the rocking behavior of CLT wall assemblies 128
Mechanical characterization of timber-to-timber composite (TTC) joints with self-tapping screws in a standard push-out setup 128
A simplified non-linear procedure for seismic design of CLT wall systems 127
The effects of repeated earthquakes ground motions on the non-linear response of SDOF systems 127
“Connections for composite concrete slab and LVL flooring systems.” 126
Evaluation of shrinkage effects in steel-concrete composite beams with deformable connection 126
Non-linear modelling of the three and seven storey X-lam buildings tested within the SOFIE Project 126
A novel method for non-linear design of CLT wall systems 126
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. Part I: finite element modelling and validation 125
The new version of chapter 8 of Eurocode 8 125
Long-term behaviour of timber-concrete composite beams 124
Seismic design of a six-storey CLT building in Florence, Italy 124
Numerical analysis of timber log-haus walls with steel dovetail reinforcements under in-plane seismic loads. 124
"Predicting the fire resistance of timber members loaded in tension" 123
“Long-term load test of a wood-concrete composite beam.” 123
"Moment redistribution in continuous steel-concrete composite beams with compact cross-section" 123
“General notes on ductility in timber structures.” 123
“Innovative engineered timber building systems for non residential applications.” 123
Mechanical characterization of novel Homogeneous Beech and hybrid Beech-Corsican Pine thin Cross-Laminated timber panels 123
Experimental and numerical analysis of in-plane compressed unprotected log-haus timber walls in fire conditions 122
The 18th-Century Baraccato of L’Aquila 122
Design and construction of prestressed timber buildings for seismic areas 121
Modelling of Laminated Veneer Lumber (LVL) beams with holes using cohesive elements 121
“Influence of repeated and sustained loading on the performance of layered wood-concrete composite beams.” 121
The design of a semi-prefabricated LVL-concrete composite floor 121
Time-domain identification of the elastic modulus of simply supported box girders under moving loads: Method and full-scale validation 121
Tree-Years Dynamic Monitoring of the Santa Maria di Collemaggio Basilica: Progressive Decrement of the First Natural Frequencies 120
Effective width evaluation for steel-concrete composite beams 120
“Susceptibility to vibrations of LVL-concrete composite floors” 120
Assessment of the structural stability of Blockhaus timber walls under in-plane compression via full-scale buckling experiments 119
Experimental and numerical investigations on timber-concrete connections with inclined screws 119
Non-destructive assessment of gluing in cross-laminated timber panels. 119
Experimental testing and analysis of damage-resistant rocking glulam walls with lead extrusion dampers 119
"Composite wood-concrete beams using utility poles: time-dependent behavior" 118
“Implementazione di un modello numerico avanzato in Abaqus per la previsione del comportamento non lineare ciclico nel piano di pareti lignee a sistema “Blockhaus”.” 118
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 118
"Non-linear modelling of wooden light-frame and X-lam structures" 117
Bayesian estimate of the elastic modulus of concrete box girders from dynamic identification: a statistical framework for the A24 motorway in Italy 117
“Testing of wood-concrete composite beams with shear key detail.” 116
Damage avoidance design of timber structures using High-Force-to-Volume damping devices 116
An upgrade of existing practice-oriented FE design models for the seismic analysis of CLT buildings 116
Totale 14.571
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Categoria #
all - tutte 175.819
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 175.819
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021180 0 0 0 0 0 0 0 0 0 0 0 180
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
2024/20257.032 141 191 887 214 719 636 699 658 1.377 522 564 424
2025/202614.042 591 1.623 972 1.308 1.051 1.135 2.524 573 1.559 1.502 1.005 199
Totale 44.711