IRIS
MAGLIULO, GENNARO
 Distribuzione geografica
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Continente #
AS - Asia 9.014
NA - Nord America 8.306
EU - Europa 7.400
SA - Sud America 1.119
AF - Africa 279
OC - Oceania 19
Continente sconosciuto - Info sul continente non disponibili 4
Totale 26.141
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Nazione #
US - Stati Uniti d'America 8.012
SG - Singapore 4.190
RU - Federazione Russa 2.617
IT - Italia 2.544
CN - Cina 1.617
VN - Vietnam 1.426
BR - Brasile 879
HK - Hong Kong 715
FR - Francia 424
UA - Ucraina 382
DE - Germania 317
FI - Finlandia 216
GB - Regno Unito 216
IE - Irlanda 166
CA - Canada 164
JP - Giappone 159
BD - Bangladesh 156
NL - Olanda 156
IN - India 144
CI - Costa d'Avorio 104
KR - Corea 79
MX - Messico 75
TR - Turchia 70
AR - Argentina 67
PH - Filippine 65
SE - Svezia 61
IQ - Iraq 54
TH - Thailandia 52
PL - Polonia 47
EC - Ecuador 44
ZA - Sudafrica 43
PK - Pakistan 42
ID - Indonesia 39
CO - Colombia 32
PE - Perù 29
BE - Belgio 28
ES - Italia 27
TW - Taiwan 26
DZ - Algeria 25
VE - Venezuela 25
MA - Marocco 24
PT - Portogallo 23
LT - Lituania 22
AE - Emirati Arabi Uniti 20
AT - Austria 20
CH - Svizzera 19
CL - Cile 19
SA - Arabia Saudita 18
AU - Australia 16
KE - Kenya 16
RO - Romania 16
EG - Egitto 14
GR - Grecia 14
JO - Giordania 14
KZ - Kazakistan 14
MY - Malesia 14
NP - Nepal 14
PY - Paraguay 13
IR - Iran 12
AL - Albania 10
BG - Bulgaria 10
UZ - Uzbekistan 10
ET - Etiopia 9
CR - Costa Rica 8
IL - Israele 8
LV - Lettonia 8
TN - Tunisia 8
JM - Giamaica 7
LK - Sri Lanka 7
NG - Nigeria 7
RS - Serbia 7
AZ - Azerbaigian 6
BO - Bolivia 6
DO - Repubblica Dominicana 6
HR - Croazia 6
HU - Ungheria 6
LB - Libano 6
NI - Nicaragua 6
NO - Norvegia 6
SI - Slovenia 6
AM - Armenia 5
CY - Cipro 5
BB - Barbados 4
GT - Guatemala 4
KW - Kuwait 4
MK - Macedonia 4
TT - Trinidad e Tobago 4
AO - Angola 3
DK - Danimarca 3
GE - Georgia 3
LU - Lussemburgo 3
MU - Mauritius 3
MW - Malawi 3
OM - Oman 3
SK - Slovacchia (Repubblica Slovacca) 3
UY - Uruguay 3
AD - Andorra 2
BH - Bahrain 2
BN - Brunei Darussalam 2
BY - Bielorussia 2
Totale 26.074
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Città #
Singapore 2.058
San Jose 1.640
Chandler 722
Hong Kong 684
Moscow 674
Santa Clara 642
Ashburn 604
Ho Chi Minh City 435
Beijing 397
Hanoi 300
Hefei 276
Jacksonville 238
Naples 226
Lauterbourg 225
The Dalles 205
Millbury 191
Princeton 190
Milan 178
Los Angeles 176
Rome 176
Boston 159
Nanjing 148
Tokyo 134
Napoli 123
New York 112
Buffalo 109
Dallas 86
Des Moines 86
Wilmington 79
Redondo Beach 77
São Paulo 73
Council Bluffs 70
Da Nang 64
Frankfurt am Main 57
Ottawa 53
Seoul 47
Haiphong 45
Kronberg 44
London 41
Greenwich 40
Toronto 40
Nanchang 39
Orem 39
Seattle 38
Shenyang 37
Atlanta 36
Turin 36
Munich 35
Hebei 33
Montreal 32
Brooklyn 31
Mexico City 31
Chennai 30
Guangzhou 30
Washington 30
Chicago 29
Amsterdam 28
Boardman 27
Changsha 27
Houston 27
Tianjin 27
Warsaw 27
Bari 26
Rio de Janeiro 25
Baghdad 24
Florence 24
Jiaxing 24
Norwalk 24
Belo Horizonte 23
Nuremberg 23
San Francisco 23
Lawrence 22
Lima 22
Biên Hòa 21
Bologna 21
Helsinki 21
Pune 21
Pavia 20
Catania 19
Hải Dương 19
Denver 18
Falkenstein 18
Ankara 17
Bangkok 17
Brasília 17
Dublin 17
Johannesburg 17
Padova 17
Quito 17
Brescia 16
Brussels 16
Charlotte 16
Curitiba 15
Dhaka 15
Mountain View 14
Redwood City 14
Shanghai 14
Stockholm 14
Amman 13
Cagliari 13
Totale 13.310
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Nome #
Legge di variazione del coefficiente di attrito neoprene-calcestruzzo al variare dello sforzo normale determinata mediante prove sperimentali 555
Determinazione sperimentale del coefficiente di attrito neoprene-calcestruzzo per la valutazione della vulnerabilità sismica delle strutture prefabbricate esistenti 544
Progetto antisismico di edifici in cemento armato 256
Guida all’uso della nuova normativa tecnica in zona sismica 207
Impact assessment caused by bradyseism phenomena in the Campi Flegrei area 196
The implicit risk of code-conforming structures in Italy 194
Il terremoto del 20 e del 29 maggio in Emilia Romagna: la prestazione sismica delle strutture prefabbricate in c.a. 188
Cyclic shear test on a dowel beam-to-column connection of precast buildings 188
ICC-ES AC156 protocol vs real records: seismic response of freestanding components 182
Blind prediction of an experimental test on a dappedend beam through finite element analysis 178
The extension of the N2 method to asymmetric buildings 170
A shake table protocol for seismic assessment and qualification of acceleration‐sensitive nonstructural elements 164
Progetto antisismico di edifici in cemento armato 161
Distributed plasticity models for the seismic response of reinforced concrete shear walls 160
Resistenza a taglio delle connessioni trave–pilastro spinottate nelle strutture prefabbricate 158
Dynamic Properties and Seismic Response of a Museum Display Case with an Art Object 149
RINTC project: nonlinear dynamic analyses of Italian code-conforming reinforced concrete buildings for risk of collapse assessment 149
Prove su tavola vibrante di controsoffitti continui in cartongesso 145
Seismic assessment of acceleration-sensitive nonstructural elements: reliability of existing shake table protocols and novel perspectives. 144
Progetto Antisismico di Edifici in Cemento Armato 143
Experimental shake table analysis of the seismic demand distribution on non-structural components 142
L'analisi statica non lineare (push over) delle strutture in cemento armato secondo la nuova normativa sismica italiana 141
Reinforced concrete dapped-end beams for existing bridges: reliability of finite element models 138
Seismic assessment and qualification of acceleration-sensitive nonstructural elements through shake table testing: Reliability of testing protocols and reliability-targeted safety factors 138
Analisi della risposta sismica di una struttura prefabbricata a seguito del sisma dell'Emilia Romagna del 2012 138
La protezione sismica degli elementi non strutturali in ambiente ospedaliero 138
Sismica: valutazione delle prestazioni di elementi non strutturali attraverso verifiche sperimentali e numeriche 137
Characterization of local and global capacity criteria for collapse assessment of code-conforming RC buildings 136
Estensione del metodo N2 agli edifici irregolari in pianta considerando l’eccentricità accidentale 135
INCREMENTAL DYNAMIC ANALYSIS OF RIGID BLOCKS SUBJECTED TO GROUND AND FLOOR MOTIONS AND SHAKE TABLE PROTOCOL INPUTS 134
Valutazione della prestazione sismica di partizioni in cartongesso con prove su tavola vibrante 134
Seismic vulnerability of existing industrial precast structures 133
Seismic response of dowel connections in precast buildings 133
Analisi statiche e dinamiche non lineari di edifici esistenti in cemento armato irregolari in pianta 132
Stress-strain behavior of plasterboards subjected in tension and in compression 132
Experimental Seismic Assessment of Nonstructural Elements: Testing Protocols and Novel Perspectives 131
Progetto di un edificio in c.a. irregolare in pianta in accordo con il metodo del Direct Displacement Based Design 131
A Look at the seismic risk of Italian code-conforming RC buildings 131
Seismic response and design of irregular in elevation rc frames. 130
Why did many precast buildings collapse during the 2012 Emilia earthquake? 129
Modeling of cladding panels of industrial single-story RC precast buildings 128
Dynamic properties and seismic performance of an innovative cleanroom. 128
A procedure to select time-histories for shaking table tests on nostructural components 126
Code formula for the fundamental period of RC precast buildings 126
Seismic assessment of precast beam-to-column connections and retrofitting solutions 126
Seismic vulnerability of r/c frames with strength irregularity in elevation 125
Seismic certification of unanchored components: reliability assessment of the ICC-ES AC156 protocol 124
Edificio a struttura intelaiata in zona sismica 124
Influenza dei pannelli di tamponatura sulla risposta sismica di strutture monopiano prefabbricate 123
Experimental assessment of the seismic performance of hospital cabinets using shake table testing 123
The Emilia Earthquake: seismic performance of precast RC buildings 122
Seismic performance of hollow brick internal partitions 122
Required Response Spectra and Acceleration Loading Histories for Seismic Assessment of Acceleration-Sensitive Nonstructural Elements According to the Italian Building Code 121
Seismic response of innovative glass partitions 121
Development of a code-compliant seismic input for shake table testing of acceleration-sensitive nonstructural elements 120
Computational modeling of reinforced concrete dapped-end beams 118
Evaluation of the seismic demand on acceleration sensitive nonstructural components in RC frame structures 118
Seismic strength of one-story precast building dowel connections 117
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 116
Modello meccanico non lineare del comportamento sismico di connessioni spinottate trave-pilastro 116
Dynamic properties of typical consultation room medical components 116
Preliminary results of shake table tests of a typical museum display case containing an art object 116
Dynamic response of rocking components under building floor motions 115
Hysteretic device for seismic protection of RC precast structures 114
Edificio a struttura intelaiata in zona sismica 114
Variazione della risposta sismica sotto differenti set di terremoti 114
Prestazioni sismiche di telai regolari ed irregolari in elevazione in termini di resistenza 114
Prove sperimentali sulle connessioni trave-pilastro delle strutture prefabbricate 114
Towards a reliable seismic assessment of rocking components 114
Il danneggiamento degli elementi non strutturali a seguito del terremoto dell’Aquila dell’Aprile 2009 113
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 113
Influence of Infill Panels on the Seismic Behaviour of a R/C Frame Designed According to Modern Buildings Codes 113
Failure of a precast RC building due to Emilia-Romagna earthquakes 113
Seismic assessment of existing Italian RC precast structures 112
Seismic reliability of code-conforming single-story RC precast buildings considering multiple performance levels 112
La progettazione antisismica di edifici in cemento armato secondo la nuova normativa tecnica 112
Seismic performance of evaluation of an innovative system for precast beam-to-column connections 112
Seismic Vulnerability Evaluation Of Typical Hospital Cabinets By Shake Table Testing 112
Plasterboard Partitions Seismic Performance Evaluation Via Shake Table Test 111
The influence of connections on the seismic response exhibited by precast structures during Emilia earthquake 111
Il terremoto del 20 e del 29 maggio 2012 in Emilia Romagna: la prestazione sismica delle strutture prefabbricate in c.a. 111
A numerical tool for the shear strength evaluation of RC beam-to-column dowel connections 111
Analisi di strutture prefabbricate monopiano considerando gli effetti P - Δ 111
FEM model of plasterboard partitions for seismic capacity evaluation 110
Development of seismic resistant glass partitions 109
Seismic damage assessment of unanchored nonstructural components taking into account the building response 109
On code non linear static analyses applied to r/c frames 108
Prove a taglio su connessioni trave-pilastro spinottate nelle strutture prefabbricate 108
Influence of infill panels on an irregular RC building designed according to seismic codes 108
Seismic analysis of r/c frames with vertical strength discontinuities 107
Shake Table Tests on Plasterboard Continuous Ceilings 107
Influence of cladding panels on dynamic behavior of one-storey precast buildings 107
Dynamic identification and seismic capacity of an innovative cleanroom with walkable ceiling system 106
Seismic capacity and performance of code-conforming single-story RC precast buildings considering multiple limit states and damage criteria 106
Struttura e procedimento di montaggio della stessa 106
Dapped-end beams: experimental tests and capacity models in literature 105
Seismic Analysis of Existing Industrial Precast Structures 104
Shake table tests to evaluate the seismic demand, capacity and dynamic properties of hospital contents 104
Mechanical Characterization of a Polyurethane-Cement Hybrid Foam in Compression, Tension, and Shear 104
Innovative system 1 for seismic protection of high plasterboard partitions 103
Totale 13.777
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Categoria #
all - tutte 81.419
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 81.419
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.089 22 20 32 29 18 47 53 57 164 55 77 515
2022/20231.609 243 131 77 140 196 203 34 162 245 35 97 46
2023/20241.484 72 204 111 135 65 162 56 242 44 63 228 102
2024/20256.908 344 428 44 141 267 699 684 439 529 639 2.115 579
2025/202612.291 1.215 997 1.132 820 2.061 344 1.818 761 1.579 838 381 345
2026/2027284 284 0 0 0 0 0 0 0 0 0 0 0
Totale 26.500