IRIS
MACILLO, VINCENZO
 Distribuzione geografica
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Continente #
AS - Asia 2.941
NA - Nord America 2.434
EU - Europa 2.155
SA - Sud America 390
Continente sconosciuto - Info sul continente non disponibili 144
AF - Africa 112
OC - Oceania 27
Totale 8.203
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Nazione #
US - Stati Uniti d'America 2.311
SG - Singapore 1.223
RU - Federazione Russa 935
CN - Cina 677
IT - Italia 503
VN - Vietnam 476
BR - Brasile 304
HK - Hong Kong 186
GB - Regno Unito 135
FR - Francia 120
DE - Germania 118
IE - Irlanda 79
FI - Finlandia 78
CA - Canada 77
TR - Turchia 70
JP - Giappone 67
CI - Costa d'Avorio 53
BD - Bangladesh 51
IN - India 43
UA - Ucraina 41
TW - Taiwan 29
AR - Argentina 27
ZA - Sudafrica 26
SE - Svezia 25
NL - Olanda 22
PE - Perù 22
ID - Indonesia 18
MX - Messico 18
AU - Australia 17
PL - Polonia 15
PK - Pakistan 14
ES - Italia 13
EC - Ecuador 12
IQ - Iraq 12
SI - Slovenia 12
GR - Grecia 11
TH - Thailandia 11
IR - Iran 10
KR - Corea 10
PH - Filippine 10
NZ - Nuova Zelanda 9
AT - Austria 8
MA - Marocco 8
BE - Belgio 7
JM - Giamaica 7
PY - Paraguay 7
CO - Colombia 5
CR - Costa Rica 5
PT - Portogallo 5
SA - Arabia Saudita 5
VE - Venezuela 5
AE - Emirati Arabi Uniti 4
CL - Cile 4
LT - Lituania 4
MY - Malesia 4
AO - Angola 3
BG - Bulgaria 3
DO - Repubblica Dominicana 3
DZ - Algeria 3
EG - Egitto 3
JO - Giordania 3
KG - Kirghizistan 3
KZ - Kazakistan 3
NO - Norvegia 3
PR - Porto Rico 3
RO - Romania 3
UZ - Uzbekistan 3
BO - Bolivia 2
CZ - Repubblica Ceca 2
EE - Estonia 2
ET - Etiopia 2
GP - Guadalupe 2
HR - Croazia 2
HU - Ungheria 2
IL - Israele 2
SK - Slovacchia (Repubblica Slovacca) 2
TN - Tunisia 2
AD - Andorra 1
AG - Antigua e Barbuda 1
AL - Albania 1
BB - Barbados 1
BH - Bahrain 1
BN - Brunei Darussalam 1
BS - Bahamas 1
BW - Botswana 1
CG - Congo 1
CM - Camerun 1
CY - Cipro 1
DK - Danimarca 1
DM - Dominica 1
GA - Gabon 1
GF - Guiana Francese 1
GH - Ghana 1
KE - Kenya 1
LC - Santa Lucia 1
LK - Sri Lanka 1
ME - Montenegro 1
ML - Mali 1
MQ - Martinica 1
MR - Mauritania 1
Totale 8.047
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Città #
Singapore 575
San Jose 338
Moscow 254
Chandler 248
Beijing 225
Hong Kong 173
Napoli 165
Ashburn 152
Ho Chi Minh City 137
Wenzhou 110
Hanoi 103
Santa Clara 96
The Dalles 81
Council Bluffs 69
Princeton 66
Millbury 63
Lauterbourg 61
Los Angeles 61
Tokyo 58
Nanjing 55
Sheffield 46
Des Moines 43
Munich 37
Boston 32
Ottawa 32
Da Nang 28
Istanbul 28
Buffalo 27
Leeds 27
Redondo Beach 26
Turku 26
New York 25
São Paulo 24
Wilmington 22
Bogazici 21
Phoenix 21
Haiphong 19
Seattle 19
Shenyang 19
Dallas 17
Nanchang 17
Karlsruhe 16
Warsaw 15
Belmonte Mezzagno 14
Ischia 14
Lima 14
Milan 14
Trento 14
Naples 13
Chicago 12
Denver 12
Hebei 12
Orem 12
Rio de Janeiro 12
Chennai 11
Tianjin 11
Houston 10
Johannesburg 10
Manchester 10
Belo Horizonte 9
Brooklyn 9
Hefei 9
Ljubljana 9
Rome 9
Augsburg 8
Dublin 8
Montreal 8
Nuremberg 8
Porto Alegre 8
San Francisco 8
Sydney 8
Taipei 8
Amsterdam 7
Ankara 7
Bangkok 7
Can Tho 7
Changsha 7
Dhaka 7
Dortmund 7
Frankfurt am Main 7
Hải Dương 7
London 7
Toronto 7
Centro 6
Jiaxing 6
Mexico City 6
Poplar 6
Scafati 6
Atlanta 5
Baghdad 5
Biên Hòa 5
Brisbane 5
Brussels 5
Curitiba 5
Indiana 5
Norwalk 5
Ottaviano 5
Phủ Lý 5
Somma Vesuviana 5
Stutensee 5
Totale 4.148
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Nome #
Seismic behaviour of sheathed CFS buildings: Shake table tests and numerical modelling 336
Assessment of the design criteria for concentric V-braced steel structures according to Italian and European codes 192
Out-of-plane seismic design by testing of Knauf drywall partitions 182
Seismic behaviour of "all-steel" CFS structures: design criteria 181
Screwed joint for aluminium extrusions: experimental and numerical investigation 163
Valutazione dei criteri di progetto NTC 2008 per le strutture di acciaio con controventi concentrici 155
Structural behavior of aluminium bolt-channel joint: calibration of numerical models on testing results 149
Seismic behaviour of non structural systems in CFS: characterization of seismic response through shake-table tests 149
Evaluation of the Italian seismic code for the design of concentrically X-braced steel structures 148
The ELISSA project: planning of a research on the seismic performance evaluation of cold-formed steel modular systems 146
CFS strap braced stud walls: behaviour factor evaluation according to FEMA P695 methodology 138
Caratterizzazione sperimentale della risposta sismica di componenti non strutturali basati sull’utilizzo di profili in acciaio formato a freddo 137
Strap-braced CFS walls: experimental characterization of the seismic response 136
Experimental tests for the seismic response evaluation of cold-formed steel shear walls sheathed with nailed gypsum-based panels 136
Design and numerical simulation of shake-table tests of CFS strap-braced stud structures 135
Shake Table Testing of Lightweight Steel Drywall Nonstructural Components 133
Seismic design and performance of low energy dissipative CFS strap-braced stud walls 130
Evaluation of the seismic performance of light gauge steel walls braced with flat straps 129
APPRAISAL OF SEISMIC DESIGN CRITERIA FOR CONCENTRIC BRACING STEEL STRUCTURES ACCORDING TO ITALIAN AND EUROPEAN CODES 129
ELISSA project: tests on connection systems for cold-formed steel structures 128
Experimental study on screwed connections for sheathed CFS structures with gypsum or cement based panels 128
Seismic Behaviour of Sheathed CFS Buildings: Shake-Table Testing and Numerical Modelling 128
Evaluation of the Italian seismic code for the design of concentrically V-braced steel structures 125
Special joints for aluminium structures: structural response evaluation 125
Development and Calibration of Hysteretic Model for CFS Strap braced stud walls 125
Seismic response of CFS shear walls sheathed with nailed gypsum panels: Numerical modelling 124
Shake Table Tests of Structures with CFS Strap-Braced Stud Walls 124
Behaviour factor (q) evaluation the CFS braced structures according to FEMA P695 121
Concentric braced frames: global and local numerical studies on the seismic behaviour of steel multistory bracing systems by refined FEM analyses 120
Seismic behaviour of "all-steel" CFS structures: experimental tests 119
APPRAISAL OF THE DESIGN CRITERIA FOR CONCENTRIC BRACED STEEL STRUCTURES ACCORDING TO ITALIAN AND EUROPEAN CODES 119
Pareti CFS controventate con piatti sottili: caratterizzazione sperimentale della risposta sismica 119
Non-conventional building: stick-built systems – Methodologies for prediction of shear wall response 118
Partizioni lightweight steel rivestite in cartongesso: caratterizzazione sperimentale della risposta sismica fuori piano 117
Shaking table tests on cold-formed steel building sheathed with gypsum panels 116
Seismic response assessment of architectural non-structural LWS drywall components through experimental tests 116
Sperimentazione a supporto della progettazione di pareti in CFS rivestite con pannelli strutturali 115
Critical review of the NTC2008 design criteria for steel concentric bracing frames 115
Seismic response evaluation of non-structural drywall building components: Planning of an experimental campaign 115
NON-LINEAR SEISMIC ANALYSIS AND BEHAVIOUR OF CBF-V 113
Seismic response of Cfs strap-braced stud walls: Experimental investigation 112
Experimental characterization of quick mechanical connecting systems for cold-formed steel structures 112
Pareti in CFS con controventi ad X: Caratterizzazione sperimentale della risposta sismica 107
Mechanical behaviour of bolt-channel joining technology for aluminium structures 103
In-plane quasi-static cyclic tests of nonstructural lightweight steel drywall partitions for seismic performance evaluation 103
Strutture CFS controventate con piatti sottili: criteri di progettazione sismica 102
Pull-out behaviour of aluminium screw port joints: experimental and numerical investigation 102
Seimic behaviour of sheathed cold-formed steel walls ???Experimental characterization 101
Seismic response of Cfs strap-braced stud walls: Theoretical study 101
Evaluation of the behaviour factor for sheathed cold formed steel structures based on incremental dynamic analysis 100
Evaluation of shear and tension strength of self-drilling screws by experimental test 99
Seismic response of sheathed cold-formed steel structures under catastrophic events 98
Strutture CFS controventate con piatti sottili: caratterizzazione sperimentale della risposta sismica 98
The influence of the aspect ratio on the lateral response of sheathed cold formed steel walls 96
Prove sperimentali su viti auto perforanti 95
Sistemi di giunzione speciali per elementi estrusi di alluminio 95
Shake table tests of a full-scale two-story sheathing-braced cold-formed steel building 93
Lateral design of sheathed cold-formed steel walls ??? The effect of the aspect ratio 92
???Multi-performance??? design methodology for sheated cold-formed steel structures 90
Seismic Design Method for CFS Diagonal Strap-Braced Stud Walls: Experimental Validation 89
In-plane quasi-static cyclic tests on lightweight steel drywall non-structural partition walls 86
Seismic design and experimental tests of an Italian cold formed steel structure 82
Special joints for aluminum extruded profiles: experimental assessment of the mechanical response 78
Seismic response of CFS shear walls sheathed with nailed gypsum panels: Experimental tests 78
Current approach to seismic design 76
Performance-based design of sheathed CFS buildings in seismic area 75
The Use of Steel in the Functional-Structural Rehabilitation of the Prince Caracciolo of Avellino Building in Naples 72
Sistema costruttivo portante modulare sismo-resistente 68
The Functional-Structural Rehabilitation of the Prince Caracciolo of Avellino Building Located in the Old Town of Naples “UNESCO World Heritage Site” 66
Totale 8.203
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Categoria #
all - tutte 25.943
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 25.943
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022290 0 0 0 5 0 24 7 16 78 7 8 145
2022/2023498 69 39 27 22 83 68 3 61 79 3 30 14
2023/2024477 17 63 24 23 15 6 19 209 5 11 58 27
2024/20251.943 95 142 10 16 65 82 217 131 114 178 729 164
2025/20263.456 298 229 412 351 642 114 319 253 474 176 82 106
2026/2027330 65 151 106 8 0 0 0 0 0 0 0 0
Totale 8.203