IRIS
MAGLIULO, GENNARO
 Distribuzione geografica
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Continente #
AS - Asia 6.793
EU - Europa 6.578
NA - Nord America 5.802
SA - Sud America 1.035
AF - Africa 229
OC - Oceania 16
Continente sconosciuto - Info sul continente non disponibili 4
Totale 20.457
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Nazione #
US - Stati Uniti d'America 5.593
SG - Singapore 3.920
RU - Federazione Russa 2.605
IT - Italia 2.164
CN - Cina 1.371
BR - Brasile 830
HK - Hong Kong 644
UA - Ucraina 378
VN - Vietnam 342
DE - Germania 296
FI - Finlandia 213
GB - Regno Unito 191
IE - Irlanda 166
NL - Olanda 135
CA - Canada 123
FR - Francia 106
CI - Costa d'Avorio 101
IN - India 92
TR - Turchia 64
AR - Argentina 61
MX - Messico 61
SE - Svezia 59
KR - Corea 58
PL - Polonia 41
ZA - Sudafrica 41
EC - Ecuador 40
ID - Indonesia 34
BD - Bangladesh 31
IQ - Iraq 28
JP - Giappone 28
PK - Pakistan 27
BE - Belgio 26
CO - Colombia 25
LT - Lituania 22
VE - Venezuela 22
PT - Portogallo 21
AT - Austria 19
DZ - Algeria 19
ES - Italia 19
MA - Marocco 19
PE - Perù 19
CL - Cile 18
AE - Emirati Arabi Uniti 17
TW - Taiwan 17
RO - Romania 16
CH - Svizzera 15
AU - Australia 14
GR - Grecia 13
IR - Iran 12
KZ - Kazakistan 11
JO - Giordania 10
PH - Filippine 10
PY - Paraguay 10
KE - Kenya 9
BG - Bulgaria 8
EG - Egitto 8
LV - Lettonia 8
UZ - Uzbekistan 8
NP - Nepal 7
RS - Serbia 7
IL - Israele 6
NO - Norvegia 6
SI - Slovenia 6
AZ - Azerbaigian 5
BO - Bolivia 5
HU - Ungheria 5
LK - Sri Lanka 5
SA - Arabia Saudita 5
AL - Albania 4
AM - Armenia 4
CY - Cipro 4
DO - Repubblica Dominicana 4
HR - Croazia 4
LB - Libano 4
MK - Macedonia 4
NG - Nigeria 4
TH - Thailandia 4
TN - Tunisia 4
CR - Costa Rica 3
DK - Danimarca 3
KW - Kuwait 3
LU - Lussemburgo 3
MU - Mauritius 3
MY - Malesia 3
SK - Slovacchia (Repubblica Slovacca) 3
UY - Uruguay 3
AD - Andorra 2
BB - Barbados 2
BH - Bahrain 2
BN - Brunei Darussalam 2
BY - Bielorussia 2
CD - Congo 2
DM - Dominica 2
EE - Estonia 2
EU - Europa 2
GE - Georgia 2
HN - Honduras 2
JM - Giamaica 2
LA - Repubblica Popolare Democratica del Laos 2
MN - Mongolia 2
Totale 20.407
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Città #
Singapore 1.884
Chandler 721
Moscow 673
Hong Kong 638
Santa Clara 619
Ashburn 436
Beijing 376
Hefei 275
Jacksonville 235
San Jose 227
Millbury 191
Princeton 189
Naples 175
Boston 159
Nanjing 148
Ho Chi Minh City 142
Los Angeles 142
Rome 141
Milan 137
Napoli 123
Buffalo 98
Des Moines 82
Wilmington 79
Redondo Beach 77
The Dalles 70
São Paulo 68
Dallas 63
Hanoi 61
New York 52
Ottawa 51
Seoul 47
Frankfurt am Main 45
Kronberg 44
Greenwich 40
London 39
Nanchang 39
Seattle 37
Shenyang 37
Munich 34
Hebei 33
Turin 32
Mexico City 29
Toronto 29
Washington 28
Changsha 27
Guangzhou 27
Bari 26
Amsterdam 25
Brooklyn 25
Montreal 25
Tianjin 25
Houston 24
Jiaxing 24
Norwalk 24
Rio de Janeiro 24
Warsaw 24
Atlanta 22
Boardman 22
Lawrence 22
Belo Horizonte 21
Chennai 21
Chicago 21
Florence 21
Orem 21
Pavia 20
Helsinki 19
Pune 19
Tokyo 19
Falkenstein 18
Ankara 17
Dublin 17
Nuremberg 17
Padova 17
San Francisco 17
Bologna 16
Brussels 16
Catania 16
Haiphong 16
Johannesburg 16
Lima 16
Biên Hòa 15
Brasília 15
Curitiba 15
Mountain View 14
Quito 14
Redwood City 14
Baghdad 13
Cagliari 13
Dearborn 13
Pescara 13
Stockholm 13
Turku 13
Woodbridge 13
Afyon 12
Campinas 12
Livorno 12
Oran 12
Porto Alegre 12
Salvador 12
Ann Arbor 11
Totale 9.853
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Nome #
Legge di variazione del coefficiente di attrito neoprene-calcestruzzo al variare dello sforzo normale determinata mediante prove sperimentali 493
Determinazione sperimentale del coefficiente di attrito neoprene-calcestruzzo per la valutazione della vulnerabilità sismica delle strutture prefabbricate esistenti 478
Guida all’uso della nuova normativa tecnica in zona sismica 187
Progetto antisismico di edifici in cemento armato 186
The implicit risk of code-conforming structures in Italy 164
Impact assessment caused by bradyseism phenomena in the Campi Flegrei area 155
Cyclic shear test on a dowel beam-to-column connection of precast buildings 150
ICC-ES AC156 protocol vs real records: seismic response of freestanding components 150
Blind prediction of an experimental test on a dappedend beam through finite element analysis 147
A shake table protocol for seismic assessment and qualification of acceleration‐sensitive nonstructural elements 147
The extension of the N2 method to asymmetric buildings 147
Progetto antisismico di edifici in cemento armato 128
Resistenza a taglio delle connessioni trave–pilastro spinottate nelle strutture prefabbricate 128
La protezione sismica degli elementi non strutturali in ambiente ospedaliero 126
L'analisi statica non lineare (push over) delle strutture in cemento armato secondo la nuova normativa sismica italiana 124
RINTC project: nonlinear dynamic analyses of Italian code-conforming reinforced concrete buildings for risk of collapse assessment 123
Dynamic Properties and Seismic Response of a Museum Display Case with an Art Object 122
Distributed plasticity models for the seismic response of reinforced concrete shear walls 118
Estensione del metodo N2 agli edifici irregolari in pianta considerando l’eccentricità accidentale 118
Prove su tavola vibrante di controsoffitti continui in cartongesso 117
Analisi della risposta sismica di una struttura prefabbricata a seguito del sisma dell'Emilia Romagna del 2012 117
Sismica: valutazione delle prestazioni di elementi non strutturali attraverso verifiche sperimentali e numeriche 112
Progetto Antisismico di Edifici in Cemento Armato 112
INCREMENTAL DYNAMIC ANALYSIS OF RIGID BLOCKS SUBJECTED TO GROUND AND FLOOR MOTIONS AND SHAKE TABLE PROTOCOL INPUTS 111
Experimental Seismic Assessment of Nonstructural Elements: Testing Protocols and Novel Perspectives 110
Characterization of local and global capacity criteria for collapse assessment of code-conforming RC buildings 110
Progetto di un edificio in c.a. irregolare in pianta in accordo con il metodo del Direct Displacement Based Design 109
Analisi statiche e dinamiche non lineari di edifici esistenti in cemento armato irregolari in pianta 108
Seismic response of dowel connections in precast buildings 108
Seismic strength of one-story precast building dowel connections 106
Experimental assessment of the seismic performance of hospital cabinets using shake table testing 106
A Look at the seismic risk of Italian code-conforming RC buildings 105
Modeling of cladding panels of industrial single-story RC precast buildings 105
Campus Strutture. Corso Multimediale sulle nuove Norme Tecniche per le Costruzioni. Vol. III. Azioni sulle costruzioni e criteri di progettazioni delle strutture in zona sismica 103
Seismic assessment and qualification of acceleration-sensitive nonstructural elements through shake table testing: Reliability of testing protocols and reliability-targeted safety factors 102
The Emilia Earthquake: seismic performance of precast RC buildings 102
Reinforced concrete dapped-end beams for existing bridges: reliability of finite element models 100
Seismic certification of unanchored components: reliability assessment of the ICC-ES AC156 protocol 100
Il danneggiamento degli elementi non strutturali a seguito del terremoto dell’Aquila dell’Aprile 2009 100
Modello meccanico non lineare del comportamento sismico di connessioni spinottate trave-pilastro 100
Stress-strain behavior of plasterboards subjected in tension and in compression 100
Seismic assessment of acceleration-sensitive nonstructural elements: reliability of existing shake table protocols and novel perspectives. 99
Seismic vulnerability of r/c frames with strength irregularity in elevation 99
Seismic vulnerability of existing industrial precast structures 99
Valutazione della prestazione sismica di partizioni in cartongesso con prove su tavola vibrante 99
Towards a reliable seismic assessment of rocking components 98
Hysteretic device for seismic protection of RC precast structures 97
Required Response Spectra and Acceleration Loading Histories for Seismic Assessment of Acceleration-Sensitive Nonstructural Elements According to the Italian Building Code 97
Seismic reliability of code-conforming single-story RC precast buildings considering multiple performance levels 97
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 97
Why did many precast buildings collapse during the 2012 Emilia earthquake? 97
Dynamic properties of typical consultation room medical components 97
Failure of a precast RC building due to Emilia-Romagna earthquakes 97
Dynamic properties and seismic performance of an innovative cleanroom. 97
Computational modeling of reinforced concrete dapped-end beams 96
Code formula for the fundamental period of RC precast buildings 96
Seismic performance of evaluation of an innovative system for precast beam-to-column connections 96
A procedure to select time-histories for shaking table tests on nostructural components 95
Experimental shake table analysis of the seismic demand distribution on non-structural components 95
Preliminary results of shake table tests of a typical museum display case containing an art object 95
Dynamic identification and seismic capacity of an innovative cleanroom with walkable ceiling system 94
La progettazione antisismica di edifici in cemento armato secondo la nuova normativa tecnica 94
Seismic response and design of irregular in elevation rc frames. 94
Variazione della risposta sismica sotto differenti set di terremoti 94
Prove a taglio su connessioni trave-pilastro spinottate nelle strutture prefabbricate 94
A numerical tool for the shear strength evaluation of RC beam-to-column dowel connections 94
Seismic assessment of precast beam-to-column connections and retrofitting solutions 94
Edificio a struttura intelaiata in zona sismica 93
Influence of infill panels on an irregular RC building designed according to seismic codes 93
Prove sperimentali sulle connessioni trave-pilastro delle strutture prefabbricate 92
Alcuni aspetti della verifica sismica di componenti non strutturali 92
Evaluation of the seismic demand on acceleration sensitive nonstructural components in RC frame structures 92
Prestazioni sismiche di telai regolari ed irregolari in elevazione in termini di resistenza 91
Struttura e procedimento di montaggio della stessa 91
Dapped-end beams: experimental tests and capacity models in literature 90
Il terremoto del 20 e del 29 maggio 2012 in Emilia Romagna: la prestazione sismica delle strutture prefabbricate in c.a. 90
Seismic Analysis of Existing Industrial Precast Structures 89
Influenza dei pannelli di tamponatura sulla risposta sismica di strutture monopiano prefabbricate 89
Seismic behaviour of beam-to-column dowel connections: numerical analysis vs experimental test 89
Development of a code-compliant seismic input for shake table testing of acceleration-sensitive nonstructural elements 88
Seismic capacity and performance of code-conforming single-story RC precast buildings considering multiple limit states and damage criteria 88
Influence of cladding panels on dynamic behavior of one-storey precast buildings 88
Analisi di strutture prefabbricate monopiano considerando gli effetti P - Δ 88
The influence of connections on the seismic response exhibited by precast structures during Emilia earthquake 87
Seismic response of innovative glass partitions 87
Seismic response of asymmetric perimeter frame steel buildings 86
Experimental determination of neoprene-concrete friction coefficient for seismic assessment of concrete precast structures 86
On code non linear static analyses applied to r/c frames 86
Plasterboard Partitions Seismic Performance Evaluation Via Shake Table Test 86
FEM model of plasterboard partitions for seismic capacity evaluation 86
Seismic Vulnerability Evaluation Of Typical Hospital Cabinets By Shake Table Testing 86
Edificio a struttura intelaiata in zona sismica 85
Shake table tests to evaluate the seismic demand, capacity and dynamic properties of hospital contents 85
Cyclic shear tests on RC precast beam-to-column connections retrofitted with a three-hinged steel device 85
Dynamic response of rocking components under building floor motions 85
Confronto richiesta-disponibilità per telai in c.a. in presenza di irregolarità delle resistenze in elevazione 84
Experimental tests on beam- column connections of precast buildings 84
Influence of cladding panels on the first period of one-story precast buildings 84
Mechanical Characterization of a Polyurethane-Cement Hybrid Foam in Compression, Tension, and Shear 84
Validation of numerical models for hospital building contents: rigid blocks and FEM models 83
Totale 11.127
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Categoria #
all - tutte 65.289
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 65.289
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021336 0 0 0 0 0 0 91 18 87 43 55 42
2021/20221.089 22 20 32 29 18 47 53 57 164 55 77 515
2022/20231.606 243 131 77 140 196 202 34 162 245 35 97 44
2023/20241.478 72 203 108 135 65 162 56 242 44 63 228 100
2024/20256.892 343 428 44 141 267 699 684 436 525 638 2.111 576
2025/20266.897 1.213 995 1.130 820 2.057 344 338 0 0 0 0 0
Totale 20.797