IRIS
FRAGIACOMO, MASSIMO
 Distribuzione geografica
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Continente #
NA - Nord America 20.645
AS - Asia 11.615
EU - Europa 11.432
SA - Sud America 1.532
Continente sconosciuto - Info sul continente non disponibili 516
OC - Oceania 184
AF - Africa 155
Totale 46.079
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Nazione #
US - Stati Uniti d'America 20.172
SG - Singapore 4.080
CN - Cina 3.259
IE - Irlanda 2.036
RU - Federazione Russa 1.852
SE - Svezia 1.379
IT - Italia 1.336
FR - Francia 1.290
TR - Turchia 1.270
BR - Brasile 1.207
HK - Hong Kong 1.129
DE - Germania 1.023
VN - Vietnam 894
GB - Regno Unito 830
UA - Ucraina 692
FI - Finlandia 399
CA - Canada 309
IN - India 171
BD - Bangladesh 152
AU - Australia 143
NL - Olanda 119
JP - Giappone 99
CL - Cile 92
AR - Argentina 89
ES - Italia 79
MX - Messico 75
BE - Belgio 67
IQ - Iraq 65
PH - Filippine 60
IR - Iran 54
KR - Corea 54
PL - Polonia 52
EC - Ecuador 51
MY - Malesia 51
ZA - Sudafrica 46
ID - Indonesia 41
NZ - Nuova Zelanda 41
CO - Colombia 29
CZ - Repubblica Ceca 29
PK - Pakistan 29
EU - Europa 28
PT - Portogallo 27
AT - Austria 26
UZ - Uzbekistan 25
SI - Slovenia 24
NO - Norvegia 23
JM - Giamaica 22
MA - Marocco 21
DZ - Algeria 20
LT - Lituania 20
NP - Nepal 20
HR - Croazia 19
PE - Perù 19
VE - Venezuela 19
RO - Romania 18
SA - Arabia Saudita 17
TW - Taiwan 17
AE - Emirati Arabi Uniti 16
TH - Thailandia 15
JO - Giordania 14
KE - Kenya 14
AZ - Azerbaigian 13
GR - Grecia 13
IL - Israele 13
CH - Svizzera 12
EG - Egitto 12
GT - Guatemala 12
RS - Serbia 11
PY - Paraguay 10
CR - Costa Rica 9
HU - Ungheria 9
DK - Danimarca 8
SC - Seychelles 8
SV - El Salvador 8
BO - Bolivia 7
BY - Bielorussia 7
HN - Honduras 7
LV - Lettonia 7
BF - Burkina Faso 6
DO - Repubblica Dominicana 6
NG - Nigeria 6
OM - Oman 6
TN - Tunisia 6
TT - Trinidad e Tobago 6
UY - Uruguay 6
EE - Estonia 5
LU - Lussemburgo 5
BH - Bahrain 4
CY - Cipro 4
KG - Kirghizistan 4
LK - Sri Lanka 4
MN - Mongolia 4
XK - ???statistics.table.value.countryCode.XK??? 4
BA - Bosnia-Erzegovina 3
BB - Barbados 3
BG - Bulgaria 3
GD - Grenada 3
GE - Georgia 3
KH - Cambogia 3
KZ - Kazakistan 3
Totale 45.532
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Città #
Jacksonville 2.719
Singapore 2.251
Chandler 2.162
San Jose 2.108
Dublin 2.026
Dallas 1.549
Hong Kong 1.083
Santa Clara 1.045
Ashburn 1.025
Boardman 931
Nanjing 667
Izmir 627
Council Bluffs 568
The Dalles 492
San Mateo 470
New York 453
Wilmington 388
Beijing 387
Lawrence 376
Princeton 374
Moscow 332
Ho Chi Minh City 296
Lauterbourg 276
Shanghai 233
Milan 219
Los Angeles 214
Hanoi 213
Woodbridge 191
Nanchang 158
Ann Arbor 150
L’Aquila 145
Hangzhou 136
São Paulo 126
Verona 126
Columbus 116
Zhengzhou 110
Shenyang 106
Hefei 102
Mountain View 93
Seattle 92
Tianjin 87
Changsha 85
Rome 84
Frankfurt am Main 80
L'aquila 79
Tokyo 77
Montreal 71
Jiaxing 69
Santiago 66
Munich 65
Hebei 64
Helsinki 59
Houston 59
Kunming 58
Amsterdam 56
Jinan 56
Des Moines 53
Da Nang 50
London 50
Orem 50
Norwalk 48
Phoenix 48
Guangzhou 47
Atlanta 46
Brussels 46
Sydney 46
Toronto 42
Buffalo 41
Haiphong 41
Brooklyn 40
Warsaw 39
Stockholm 38
San Francisco 37
Chennai 36
Falls Church 36
Ningbo 35
Boston 34
Denver 34
Trento 34
Berlin 33
Padova 32
Vancouver 29
Rio de Janeiro 28
Belo Horizonte 27
Chicago 27
Dearborn 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
Redwood City 21
Totale 27.747
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Nome #
“Experimental cyclic tests on cross-laminated timber panels and typical connections.” 820
"Development of prefabricated timber-concrete composite floor systems" 384
A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connections 287
“Multi-storey prestressed timber buildings in New Zealand.” 263
Extension of EC5 Annex B formulas for the design of timber-concrete composite structures 252
"Non-linear seismic analysis of a masonry building by means of the Sap2000 v.10 code." 209
"Long term deformation of epoxy glued glulam portal frame knee joints" May 2009. 209
"Strength and deformation characteristics of typical X-lam connections" 194
"Finite element modelling of cross-laminated timber floors exposed to fire" 187
"A semi-prefabricated LVL-concrete composite floor system for the Australasian market" 178
“The load-bearing performance of CLT wall elements in full-scale fire tests.” 177
"Cyclic modelling of joint and seismic analysis of frames with semi-rigid composite joints." 173
“Capacity seismic design of X-LAM wall systems based on connection mechanical properties.” 170
Seismic analysis of crosslaminated multistorey timber buildings using linear and nonlinear static and dynamic methods 170
Cyclic behavior of cross-laminated timber (CLT) wall systems: Experimental tests and analytical prediction models 169
“Advanced models for seismic analyses of timber buildings.” 168
Experimental-numerical investigation on the seismic behaviour of moment-resisting timber frames with densified veneer wood-reinforced timber joints and expanded tube fasteners 166
“Seismic design of multi-storey CLT buildings according to Eurocode 8.” 165
A finite element model for long-term analysis of timber-concrete composite beams 161
Design of timber-concrete composite structures according to EC5-2002 version 161
“Seismic behaviour of cross-laminated timber buildings: numerical modelling and design provisions.” 160
q-factor estimation for timber Blockhaus buildings. 155
Accuracy of N2 inelastic spectra for timber structures. 152
Optimal design of tuned mass dampers for a multi-storey cross laminated timber building against seismic loads 152
A linear finite element model to study creep and shrinkage effects in a timber-concrete composite beam with deformable connections 151
Behaviour of non and partially re-centering structures under repeated ground motions. 150
Experimental seismic behaviour of a two-storey CLT platform building: Design and shake table testing 148
Mechanical Behavior of Timber–Concrete Connections With Inclined Screws 147
Evaluation of the structural response under seismic actions using non-linear static methods 145
"Experimental and numerical behaviour of cross-laminated timber floors in fire conditions" 145
“Seismic design options for post-tensioned timber walls.” 144
A hysteresis model for timber joints with dowel-type fasteners 144
Studio del comportamento dinamico della massa sismica isolata per la realizzazione di una tavola vibrante a 6 gradi di libertà 144
Seismic analysis of cross laminated timber buildings using code prescribed methods 141
“A component approach for the hysteretic behaviour of connections in cross-laminated wooden structures.” 140
Experimental and Numerical Column Buckling Analysis of Hardwood Cross-Laminated Timber Panels 139
A framework for seismic analysis of timber structures. 139
Numerical modelling of steel-to-timber joints and connectors for CLT structures 139
FE modelling of notched connections for timber-concrete composite structures 137
“Experimental and numerical analysis of a glass-to-steel joint.” 136
A finite element model for collapse and long-term analysis of steel-concrete composite beams 136
“Proposal for the q-factor of moment-resisting timber frames with high ductility dowel connectors.” 136
A finite element model for short and long term analysis of steel-concrete composite beams in cracked phase 136
Non-linear simulation of shaking-table tests on 3- and 7-storey X-Lam timber buildings 135
“Applicazione di Tuned Mass Damper su edifici multipiano in legno.” 134
Allowable moment redistribution in the structural design of continuous steel-concrete composite beams 134
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour 134
Numerical investigation of the fire resistance of protected cross-laminated timber floor panels 134
“Alternative approach to avoid brittle failure in dowelled connections.” 133
Effect of casting sequence on behaviour under the service load of composite girder bridges in cracked and uncracked phase 133
Experimental and numerical investigations on timber-concrete connections with inclined screws 133
On the accuracy of the N2 inelastic spectrum for timber structures 133
Preliminary Results in the Design and Testing of Earthquake-Resistant School Furniture 132
Experimental tests and numerical modelling of timber joints with tube fasteners 132
q-factor estimation for 3D log-house timber buildings via Finite Element analyses 132
On the rocking behavior of CLT wall assemblies 132
Mechanical characterization of timber-to-timber composite (TTC) joints with self-tapping screws in a standard push-out setup 132
“An Analytical model for design of reinforcement around holes in Laminated Veneer Lumber (LVL) beams.” 131
“Connections for composite concrete slab and LVL flooring systems.” 131
The effects of repeated earthquakes ground motions on the non-linear response of SDOF systems 131
Proceedings of the 4th International Conference on Preservation, Maintenance and Rehabilitation of Historic Buildings and Structures 131
Operational Modal Analysis, Model Update and Fragility Curves Estimation, through Truncated Incremental Dynamic Analysis, of a Masonry Belfry 131
Evaluation of shrinkage effects in steel-concrete composite beams with deformable connection 130
Finite element assessment of the seismic performance of three dimensional Blockhaus buildings 130
“General notes on ductility in timber structures.” 129
Influence of viscous phenomena on steel-concrete composite beams with normal or high performance slab 129
A simplified non-linear procedure for seismic design of CLT wall systems 129
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. Part I: finite element modelling and validation 128
The new version of chapter 8 of Eurocode 8 128
A novel method for non-linear design of CLT wall systems 128
"Predicting the fire resistance of timber members loaded in tension" 127
Seismic design of a six-storey CLT building in Florence, Italy 127
Non-linear modelling of the three and seven storey X-lam buildings tested within the SOFIE Project 127
"Moment redistribution in continuous steel-concrete composite beams with compact cross-section" 126
Long-term behaviour of timber-concrete composite beams 126
Numerical analysis of timber log-haus walls with steel dovetail reinforcements under in-plane seismic loads. 126
Experimental and numerical analysis of in-plane compressed unprotected log-haus timber walls in fire conditions 126
Mechanical characterization of novel Homogeneous Beech and hybrid Beech-Corsican Pine thin Cross-Laminated timber panels 126
“Long-term load test of a wood-concrete composite beam.” 125
Design and construction of prestressed timber buildings for seismic areas 124
Effective width evaluation for steel-concrete composite beams 124
“Susceptibility to vibrations of LVL-concrete composite floors” 124
“Innovative engineered timber building systems for non residential applications.” 124
The design of a semi-prefabricated LVL-concrete composite floor 124
Time-domain identification of the elastic modulus of simply supported box girders under moving loads: Method and full-scale validation 124
The 18th-Century Baraccato of L’Aquila 123
Tree-Years Dynamic Monitoring of the Santa Maria di Collemaggio Basilica: Progressive Decrement of the First Natural Frequencies 122
"Non-linear modelling of wooden light-frame and X-lam structures" 122
Modelling of Laminated Veneer Lumber (LVL) beams with holes using cohesive elements 122
“Influence of repeated and sustained loading on the performance of layered wood-concrete composite beams.” 122
“Implementazione di un modello numerico avanzato in Abaqus per la previsione del comportamento non lineare ciclico nel piano di pareti lignee a sistema “Blockhaus”.” 121
Experimental and numerical investigations on timber-concrete connections with inclined screws 121
Non-destructive assessment of gluing in cross-laminated timber panels. 121
Experimental testing and analysis of damage-resistant rocking glulam walls with lead extrusion dampers 121
"Composite wood-concrete beams using utility poles: time-dependent behavior" 120
Assessment of the structural stability of Blockhaus timber walls under in-plane compression via full-scale buckling experiments 120
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 120
Damage avoidance design of timber structures using High-Force-to-Volume damping devices 119
Bayesian estimate of the elastic modulus of concrete box girders from dynamic identification: a statistical framework for the A24 motorway in Italy 118
An upgrade of existing practice-oriented FE design models for the seismic analysis of CLT buildings 118
Totale 15.218
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Categoria #
all - tutte 183.390
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 183.390
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20222.364 0 198 641 165 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
2025/202614.078 591 1.623 972 1.308 1.051 1.135 2.524 573 1.559 1.502 1.005 235
2026/20271.332 424 908 0 0 0 0 0 0 0 0 0 0
Totale 46.079