IRIS
FRAGIACOMO, MASSIMO
 Distribuzione geografica
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Continente #
NA - Nord America 18.551
AS - Asia 11.266
EU - Europa 11.256
SA - Sud America 1.467
OC - Oceania 183
AF - Africa 147
Continente sconosciuto - Info sul continente non disponibili 33
Totale 42.903
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Nazione #
US - Stati Uniti d'America 18.184
SG - Singapore 3.969
CN - Cina 3.181
IE - Irlanda 2.036
RU - Federazione Russa 1.849
SE - Svezia 1.379
FR - Francia 1.281
TR - Turchia 1.270
IT - Italia 1.200
BR - Brasile 1.166
HK - Hong Kong 1.113
DE - Germania 1.022
VN - Vietnam 883
GB - Regno Unito 829
UA - Ucraina 690
FI - Finlandia 399
CA - Canada 245
IN - India 166
AU - Australia 142
NL - Olanda 115
JP - Giappone 96
CL - Cile 90
BD - Bangladesh 82
AR - Argentina 81
ES - Italia 71
MX - Messico 69
IQ - Iraq 65
BE - Belgio 62
IR - Iran 54
PL - Polonia 52
KR - Corea 50
EC - Ecuador 48
MY - Malesia 46
ZA - Sudafrica 46
NZ - Nuova Zelanda 41
ID - Indonesia 38
PH - Filippine 29
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
MA - Marocco 21
CO - Colombia 20
DZ - Algeria 20
HR - Croazia 19
LT - Lituania 19
VE - Venezuela 19
PE - Perù 18
RO - Romania 17
SA - Arabia Saudita 17
TW - Taiwan 17
AE - Emirati Arabi Uniti 15
JO - Giordania 14
KE - Kenya 14
NP - Nepal 14
TH - Thailandia 14
AZ - Azerbaigian 13
GR - Grecia 13
IL - Israele 13
JM - Giamaica 13
CH - Svizzera 12
EG - Egitto 12
PY - Paraguay 10
RS - Serbia 10
HU - Ungheria 9
BO - Bolivia 7
BY - Bielorussia 7
DK - Danimarca 7
LV - Lettonia 7
BF - Burkina Faso 6
DO - Repubblica Dominicana 6
GT - Guatemala 6
NG - Nigeria 6
OM - Oman 6
TN - Tunisia 6
CR - Costa Rica 5
EE - Estonia 5
HN - Honduras 5
LU - Lussemburgo 5
TT - Trinidad e Tobago 5
UY - Uruguay 5
BH - Bahrain 4
KG - Kirghizistan 4
LK - Sri Lanka 4
MN - Mongolia 4
BA - Bosnia-Erzegovina 3
BG - Bulgaria 3
GE - Georgia 3
KZ - Kazakistan 3
LB - Libano 3
PS - Palestinian Territory 3
SK - Slovacchia (Repubblica Slovacca) 3
SN - Senegal 3
SV - El Salvador 3
SY - Repubblica araba siriana 3
XK - ???statistics.table.value.countryCode.XK??? 3
Totale 42.853
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Città #
Jacksonville 2.715
Singapore 2.239
Chandler 2.162
Dublin 2.026
San Jose 1.873
Dallas 1.510
Hong Kong 1.075
Santa Clara 982
Boardman 928
Ashburn 815
Nanjing 667
Izmir 627
The Dalles 492
San Mateo 470
New York 400
Wilmington 388
Lawrence 375
Princeton 374
Beijing 368
Moscow 332
Ho Chi Minh City 292
Lauterbourg 276
Shanghai 231
Hanoi 209
Milan 194
Woodbridge 191
Nanchang 158
Ann Arbor 150
Los Angeles 145
L’Aquila 145
Hangzhou 134
Verona 122
Columbus 113
Zhengzhou 110
Council Bluffs 106
Shenyang 106
Hefei 101
São Paulo 101
Mountain View 93
Seattle 89
Tianjin 85
Changsha 83
Frankfurt am Main 80
L'aquila 79
Tokyo 75
Rome 73
Jiaxing 69
Munich 65
Hebei 64
Santiago 64
Helsinki 59
Kunming 58
Amsterdam 56
Jinan 56
Des Moines 53
Houston 51
Da Nang 50
London 49
Norwalk 48
Brussels 46
Guangzhou 46
Sydney 46
Montreal 44
Haiphong 41
Orem 41
Warsaw 39
Stockholm 38
Atlanta 36
Chennai 36
Falls Church 36
Ningbo 35
Brooklyn 34
Trento 34
Berlin 33
Boston 33
Padova 32
Phoenix 31
Toronto 28
Vancouver 28
Belo Horizonte 27
Dearborn 27
Rio de Janeiro 27
Baghdad 26
Curitiba 25
Denver 25
Manchester 25
Fremont 24
Johannesburg 24
San Francisco 24
Taizhou 24
Grafing 23
Lappeenranta 23
Tashkent 22
Turku 22
Brasília 21
Brno 21
Chicago 21
Redwood City 21
Scarborough 21
Tappahannock 21
Totale 26.332
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Nome #
“Experimental cyclic tests on cross-laminated timber panels and typical connections.” 815
A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connections 276
Extension of EC5 Annex B formulas for the design of timber-concrete composite structures 243
"Non-linear seismic analysis of a masonry building by means of the Sap2000 v.10 code." 200
"Long term deformation of epoxy glued glulam portal frame knee joints" May 2009. 195
"Strength and deformation characteristics of typical X-lam connections" 187
"Finite element modelling of cross-laminated timber floors exposed to fire" 181
"A semi-prefabricated LVL-concrete composite floor system for the Australasian market" 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 166
“The load-bearing performance of CLT wall elements in full-scale fire tests.” 165
"Cyclic modelling of joint and seismic analysis of frames with semi-rigid composite joints." 165
Cyclic behavior of cross-laminated timber (CLT) wall systems: Experimental tests and analytical prediction models 165
“Advanced models for seismic analyses of timber buildings.” 163
Experimental-numerical investigation on the seismic behaviour of moment-resisting timber frames with densified veneer wood-reinforced timber joints and expanded tube fasteners 160
Design of timber-concrete composite structures according to EC5-2002 version 158
“Seismic design of multi-storey CLT buildings according to Eurocode 8.” 153
“Seismic behaviour of cross-laminated timber buildings: numerical modelling and design provisions.” 153
q-factor estimation for timber Blockhaus buildings. 152
A finite element model for long-term analysis of timber-concrete composite beams 150
Optimal design of tuned mass dampers for a multi-storey cross laminated timber building against seismic loads 148
Accuracy of N2 inelastic spectra for timber structures. 145
A linear finite element model to study creep and shrinkage effects in a timber-concrete composite beam with deformable connections 144
Behaviour of non and partially re-centering structures under repeated ground motions. 144
"Development of prefabricated timber-concrete composite floor systems" 143
Evaluation of the structural response under seismic actions using non-linear static methods 140
Studio del comportamento dinamico della massa sismica isolata per la realizzazione di una tavola vibrante a 6 gradi di libertà 140
Mechanical Behavior of Timber–Concrete Connections With Inclined Screws 140
Experimental seismic behaviour of a two-storey CLT platform building: Design and shake table testing 139
“Seismic design options for post-tensioned timber walls.” 138
Seismic analysis of cross laminated timber buildings using code prescribed methods 136
Numerical modelling of steel-to-timber joints and connectors for CLT structures 136
“A component approach for the hysteretic behaviour of connections in cross-laminated wooden structures.” 134
"Experimental and numerical behaviour of cross-laminated timber floors in fire conditions" 134
“Multi-storey prestressed timber buildings in New Zealand.” 134
A hysteresis model for timber joints with dowel-type fasteners 134
Experimental and Numerical Column Buckling Analysis of Hardwood Cross-Laminated Timber Panels 133
“Proposal for the q-factor of moment-resisting timber frames with high ductility dowel connectors.” 132
FE modelling of notched connections for timber-concrete composite structures 132
Effects of seismic sequences on structures with hysteretic or damped dissipative behaviour 131
“Experimental and numerical analysis of a glass-to-steel joint.” 130
A finite element model for short and long term analysis of steel-concrete composite beams in cracked phase 130
Proceedings of the 4th International Conference on Preservation, Maintenance and Rehabilitation of Historic Buildings and Structures 130
Effect of casting sequence on behaviour under the service load of composite girder bridges in cracked and uncracked phase 129
A framework for seismic analysis of timber structures. 129
q-factor estimation for 3D log-house timber buildings via Finite Element analyses 129
Numerical investigation of the fire resistance of protected cross-laminated timber floor panels 129
Experimental tests and numerical modelling of timber joints with tube fasteners 128
On the accuracy of the N2 inelastic spectrum for timber structures 128
A finite element model for collapse and long-term analysis of steel-concrete composite beams 127
Allowable moment redistribution in the structural design of continuous steel-concrete composite beams 127
The effects of repeated earthquakes ground motions on the non-linear response of SDOF systems 127
Experimental and numerical investigations on timber-concrete connections with inclined screws 127
“Alternative approach to avoid brittle failure in dowelled connections.” 126
Non-linear simulation of shaking-table tests on 3- and 7-storey X-Lam timber buildings 126
Non-linear modelling of the three and seven storey X-lam buildings tested within the SOFIE Project 126
On the rocking behavior of CLT wall assemblies 126
“An Analytical model for design of reinforcement around holes in Laminated Veneer Lumber (LVL) beams.” 125
“Connections for composite concrete slab and LVL flooring systems.” 125
“Applicazione di Tuned Mass Damper su edifici multipiano in legno.” 125
Finite element assessment of the seismic performance of three dimensional Blockhaus buildings 125
A novel method for non-linear design of CLT wall systems 125
Influence of viscous phenomena on steel-concrete composite beams with normal or high performance slab 124
Evaluation of shrinkage effects in steel-concrete composite beams with deformable connection 124
The new version of chapter 8 of Eurocode 8 124
A simplified non-linear procedure for seismic design of CLT wall systems 124
Mechanical characterization of timber-to-timber composite (TTC) joints with self-tapping screws in a standard push-out setup 123
"Predicting the fire resistance of timber members loaded in tension" 122
"Moment redistribution in continuous steel-concrete composite beams with compact cross-section" 122
“General notes on ductility in timber structures.” 122
Long-term behaviour of timber-concrete composite beams 122
“Innovative engineered timber building systems for non residential applications.” 122
Seismic design of a six-storey CLT building in Florence, Italy 122
Mechanical characterization of novel Homogeneous Beech and hybrid Beech-Corsican Pine thin Cross-Laminated timber panels 122
Analysis of rigid and semi-rigid steel-concrete composite joints under monotonic loading. Part I: finite element modelling and validation 121
The design of a semi-prefabricated LVL-concrete composite floor 121
Operational Modal Analysis, Model Update and Fragility Curves Estimation, through Truncated Incremental Dynamic Analysis, of a Masonry Belfry 121
Numerical analysis of timber log-haus walls with steel dovetail reinforcements under in-plane seismic loads. 120
“Influence of repeated and sustained loading on the performance of layered wood-concrete composite beams.” 119
The 18th-Century Baraccato of L’Aquila 119
Effective width evaluation for steel-concrete composite beams 118
“Long-term load test of a wood-concrete composite beam.” 118
“Susceptibility to vibrations of LVL-concrete composite floors” 118
Modelling of Laminated Veneer Lumber (LVL) beams with holes using cohesive elements 118
Design and construction of prestressed timber buildings for seismic areas 117
"Composite wood-concrete beams using utility poles: time-dependent behavior" 117
Experimental and numerical investigations on timber-concrete connections with inclined screws 117
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 117
Non-destructive assessment of gluing in cross-laminated timber panels. 117
Experimental testing and analysis of damage-resistant rocking glulam walls with lead extrusion dampers 117
Tree-Years Dynamic Monitoring of the Santa Maria di Collemaggio Basilica: Progressive Decrement of the First Natural Frequencies 116
Experimental and numerical analysis of in-plane compressed unprotected log-haus timber walls in fire conditions 116
“Testing of wood-concrete composite beams with shear key detail.” 115
“Implementazione di un modello numerico avanzato in Abaqus per la previsione del comportamento non lineare ciclico nel piano di pareti lignee a sistema “Blockhaus”.” 115
Damage avoidance design of timber structures using High-Force-to-Volume damping devices 115
Assessment of the structural stability of Blockhaus timber walls under in-plane compression via full-scale buckling experiments 115
Time-domain identification of the elastic modulus of simply supported box girders under moving loads: Method and full-scale validation 115
"Non-linear modelling of wooden light-frame and X-lam structures" 114
“Experimental and numerical investigation of “Blockhaus” shear walls under in-plane cyclic loads.” 114
Bayesian estimate of the elastic modulus of concrete box girders from dynamic identification: a statistical framework for the A24 motorway in Italy 114
Totale 14.263
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Categoria #
all - tutte 165.249
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 165.249
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.015 0 0 0 0 0 0 0 0 0 168 667 180
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
2024/20257.032 141 191 887 214 719 636 699 658 1.377 522 564 424
2025/202612.714 591 1.623 972 1.308 1.051 1.135 2.524 573 1.559 1.378 0 0
Totale 43.383