IRIS
PORTIOLI, FRANCESCO PAOLO ANTONIO
 Distribuzione geografica
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Continente #
AS - Asia 4.664
NA - Nord America 4.420
EU - Europa 4.290
SA - Sud America 607
AF - Africa 118
OC - Oceania 12
Continente sconosciuto - Info sul continente non disponibili 7
Totale 14.118
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Nazione #
US - Stati Uniti d'America 4.235
SG - Singapore 2.624
RU - Federazione Russa 1.753
IT - Italia 1.328
CN - Cina 1.051
BR - Brasile 486
HK - Hong Kong 431
VN - Vietnam 260
DE - Germania 213
FI - Finlandia 171
IE - Irlanda 149
SE - Svezia 146
UA - Ucraina 129
GB - Regno Unito 118
CA - Canada 114
IN - India 62
CI - Costa d'Avorio 51
MX - Messico 48
NL - Olanda 48
FR - Francia 44
AR - Argentina 38
TR - Turchia 36
ES - Italia 33
JP - Giappone 31
PL - Polonia 30
ZA - Sudafrica 28
BD - Bangladesh 25
EC - Ecuador 25
CH - Svizzera 22
KR - Corea 22
IQ - Iraq 18
IR - Iran 17
ID - Indonesia 16
CO - Colombia 15
LT - Lituania 15
PT - Portogallo 14
PK - Pakistan 13
PE - Perù 12
AT - Austria 10
VE - Venezuela 10
KE - Kenya 9
AU - Australia 8
BE - Belgio 8
CZ - Repubblica Ceca 8
PY - Paraguay 8
TN - Tunisia 8
UZ - Uzbekistan 7
CL - Cile 6
IL - Israele 6
MY - Malesia 6
RO - Romania 6
SA - Arabia Saudita 6
EG - Egitto 5
GR - Grecia 5
HR - Croazia 5
HU - Ungheria 5
MA - Marocco 5
MD - Moldavia 5
TW - Taiwan 5
AL - Albania 4
BO - Bolivia 4
JM - Giamaica 4
LB - Libano 4
XK - ???statistics.table.value.countryCode.XK??? 4
BH - Bahrain 3
BY - Bielorussia 3
CR - Costa Rica 3
NG - Nigeria 3
NZ - Nuova Zelanda 3
TT - Trinidad e Tobago 3
AD - Andorra 2
AE - Emirati Arabi Uniti 2
AZ - Azerbaigian 2
BG - Bulgaria 2
BZ - Belize 2
EU - Europa 2
HN - Honduras 2
KG - Kirghizistan 2
KH - Cambogia 2
KZ - Kazakistan 2
LU - Lussemburgo 2
NI - Nicaragua 2
NO - Norvegia 2
NP - Nepal 2
RS - Serbia 2
SN - Senegal 2
SY - Repubblica araba siriana 2
UY - Uruguay 2
AO - Angola 1
BA - Bosnia-Erzegovina 1
BB - Barbados 1
BN - Brunei Darussalam 1
CD - Congo 1
CW - ???statistics.table.value.countryCode.CW??? 1
DK - Danimarca 1
DM - Dominica 1
DO - Repubblica Dominicana 1
EE - Estonia 1
ET - Etiopia 1
GE - Georgia 1
Totale 14.098
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Città #
Singapore 1.149
Chandler 566
Moscow 430
Hong Kong 426
Beijing 362
Ashburn 353
Napoli 212
Santa Clara 199
Millbury 162
Princeton 148
Nanjing 144
San Jose 143
Jacksonville 142
Los Angeles 131
Hefei 114
Boston 103
Naples 102
Ho Chi Minh City 89
Buffalo 81
Wilmington 77
Rome 73
Des Moines 68
The Dalles 68
New York 63
Munich 61
Woodbridge 57
Hanoi 56
Ottawa 56
São Paulo 53
Redondo Beach 46
Dearborn 44
Seattle 41
Milan 40
Nanchang 38
Mexico City 34
Hebei 31
Kronberg 31
Brooklyn 29
Dallas 28
Montreal 28
Tokyo 27
Warsaw 25
Chicago 22
Denver 22
Dublin 22
London 22
Orem 22
Stockholm 22
Turku 22
Biên Hòa 21
Norwalk 21
Atlanta 20
Jiaxing 20
Lawrence 19
Redwood City 19
Shenyang 19
Boardman 18
Chennai 17
Catania 16
Florence 16
Manchester 16
Rio de Janeiro 16
San Francisco 16
Seoul 16
Helsinki 15
Houston 15
Tianjin 15
Amsterdam 14
Kunming 14
Falls Church 13
Poplar 13
Padova 12
Pomigliano D'arco 12
Shanghai 12
Toronto 12
Washington 12
Genova 11
Indiana 10
Johannesburg 10
Salerno 10
Belo Horizonte 9
Changsha 9
Ferrara 9
Genoa 9
Haiphong 9
Lausanne 9
Nairobi 9
Ninh Bình 9
Phoenix 9
Guayaquil 8
Lima 8
Nuremberg 8
Ariano Irpino 7
Baghdad 7
Boulder 7
College Station 7
Curitiba 7
Goiânia 7
Guangzhou 7
Hải Dương 7
Totale 6.915
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Nome #
Il ponte dei Fori 325
Analisi di strutture benchmark per la valutazione dell’affidabilità di codici di calcolo sismico degli edifici in muratura 246
Il modello smeared-crack nelle analisi numeriche di volte a padiglione in muratura di mattoni rinforzate con FRP 238
Programma FARO (Finanziamento per l’Avvio di Ricerche Originali) IV tornata, 2012, progetto di ricerca "Cilento Labscape. Un modello integrato per l’attivazione di un Living Lab nel Parco Nazionale del Cilento e Vallo di Diano", Dipartimento di Architettura, Università di Napoli Federico II. 21 ottobre 2012 - 31 dicembre 2014, Responsabile scientifico. 203
Micro and macro-finite element modeling of brick masonry panels subject to lateral loadings 153
Gli effetti del degrado da fatica e corrosione sui ponti ferroviari in carpenteria metallica: un approccio integrato per la valutazione della vita residua 132
LiABlock_3D: A Software Tool for Collapse Mechanism Analysis of Historic Masonry Structures 128
La corrosione atmosferica nel progetto di durabilità delle strutture metalliche 125
Modelling of corrosion damage for metal structures 124
La vulnerabilità delle strutture 122
Cupola di San Gennaro: valutazione del comportamento sismico tra storia e moderni metodi di calcolo 122
Comportamento strutturale di volte a padiglione con e senza rinforzi in FRP 121
3DiLiA: A computer code for three-dimensional limit analysis of rigid block assemblages with frictional joints 120
Seismic testing of adjacent interacting masonry structures – shake table test and blind prediction competition 119
Rigid block modelling approach for the prediction of seismic performance of adjacent interacting masonry structures 118
3D macro and micro-block models for limit analysis of out-of-plane loaded masonry walls with non-associative Coulomb friction 117
Analysis of contact buckling in built-up cold-formed steel beams assembled by laser welding 113
Seismic assessment of historical mosques under exceptional earthquakes: a case study in Skopje 112
Numerical Modelling of Connections with Timber Pegs 111
Masonry domes strengthening: A comparative structural analysis 111
Shake-table testing of a stone masonry building aggregate: Overview of blind prediction study 110
Collapse mechanism analysis of historic masonry structures subjected to lateral loads: A comparison between continuous and discrete models 110
Laser welded built-up cold-formed steel beams: experimental investigations 107
Bending strength of buil-up cold-formed steel members stiffened by diagonal web beads 106
Un approccio integrato per la valutazione della vulnerabilità di un ponte ferroviario in carpenteria metallica di interesse storico 105
Construction and form-finding of a post-formed timber grid-shell 104
Static analysis of a double-cap masonry dome 104
Assessment of the seismic performance of the iron roofing structure of the Umberto I Gallery in Naples 103
Numerical analysis of the steel roofing structure of the Umberto I Gallery in Naples 103
Evaluation of collapse displacements in dry-jointed masonry structures subjected to settlements: Experimental tests and rigid block modelling 101
Seismic vulnerability evaluation of Devil Bridge on Sele River 101
Seismic behaviour of dual steel concentric braced frames 101
Service life assessment of steel riveted railway bridges: A case study 101
Computational Limit Analysis of Masonry Panels with Cracking Units using Rigid Block Modelling 101
Risposta sismica di strutture a controventi eccentrici progettati con acciai ad alta resistenza 97
Finite element modeling of laser welded connections for built-up cold-formed steel beams 96
The effect of different modelling approach on seismic analysis of steel concentric braced frames 96
Adeguamento sismico dell'edificio n.23 del Rione Luzzatti 96
Experimental and numerical investigations on the Mustafa Pasha Mosque large scale model 95
Interdisciplinary conservation issues of an “unstable” architecture: researches about the bell tower of St. Augustine the Greater in Naples 95
Finite element and limit analysis of the large scale model of Mustafa Pasha mosque in Skopje strengthened with FRP 94
Demolizione, decostruzione e riuso di strutture in acciaio 94
Vulnerability assessment of a historic railway bridge. 93
Strategie e tecniche di intervento per il consolidamento strutturale 93
Durability design of metal structures based on lifetime safety factor method 92
Limit analysis of brick masonry shear walls with openings under later loads by rigid block modeling 92
Contact buckling effects in built-up cold-formed steel beams 91
A rigid block model with no-tension elastic contacts for displacement-based assessment of historic masonry structures subjected to settlements 91
Sustainability assessment of seismic retrofitting techniques via TOPSIS method: the SPEAR building case study 90
Analysis of contact buckling in built-up cold-formed steel beams assembled by laser welding 90
Seismic behaviour of dual steel concentric braced frames 89
Three-dimensional limit analysis of dry-joint masonry walls by rigid block modelling using linear programming 89
Seismic analysis of failure mechanisms in adjacent interacting stone masonry buildings via rigid block modeling 88
Finite element modelling procedures for innovative built-up cold-formed beams 88
Cap.12 Le unioni: verifiche di resistenza 88
Shake-Table Testing of a Brick Masonry Groin Vault: Overview of Blind Predictions and Postdictions and Comparison with Experimental Results 86
Risposta sismica di strutture a controventi concentrici progettate con acciai ad alta resistenza 86
Application of Liablock_3D to the analysis of failure modes in masonry structures subjected to seismic action 86
Blind-test numerical simulation of shake-table tests on three-leaf masonry walls: An application of LIA block_3D 86
Vulnerability assessment of monumental artworks using contact time-history analysis 86
Experimental investigation on the load bearing capacity of built-up cold-formed steel beams 85
Large-Scale Experimental Investigation on Mustafa Pasha Mosque 85
A macro-block model for in-plane loaded masonry walls with non-associative Coulomb friction 85
The influence of out-of-straightness imperfection in Physical-Theory models of bracing members on seismic performance assessment of concentric braced structures 85
MODELLAZIONE DI DISPOSITIVI ELASTOMETRICI AD ALTO SMORZAMENTO 84
Shaking table tests on the large scale model of Mustafa Pasha Mosque without and with FRP 84
Analisi della risposta sismica delle costruzioni in muratura. Meccanismi locali e analisi dei sistemi strutturali 83
Cap. 10 Costruire con l'acciaio 82
Numerical investigations on shear behaviour of riveted connections 82
Contact Dynamics of Masonry Block Structures Using Mathematical Programming 82
3D Rigid Block Limit Analysis of a Masonry Cross Vault Subjected to Shaking Table Tests 81
An integrated approach to durability design of steel structures against atmospheric corrosion 81
Finite element modelling of lap shear riveted connections in fire 81
Gli effetti del degrado da fatica e corrosione sui ponti ferroviari in carpenteria metallica: un approccio integrato per la valutazione della vulnerabilità 81
Local buckling phenomena in built-up cold-formed beams: experimental and numerical investigations 80
On the characterization of the material properties for cold-formed steel members 80
Flexural strength of innovative built-up cold-formed steel beams assembled by laser welding. 80
Modelling aspects of the seismic response of steel concentric braced frames 80
Assessment of masonry structures subjected to foundation settlements using rigid block limit analysis 80
Riparabilità degli edifici danneggiati dal sisma e strategie d’intervento basate sulla resilienza 80
Modelling of corrosion damage for metal structures 79
Experimental Tests on Steel Plate-to-Plate Splices Bonded by C-FRPS Laminas with and without Wrapping 79
The Umberto I Gallery in Naples: Influence of corrosion damage on the seismic performance of the iron roofing structure 78
Experimental investigation on laser welded connections for built-up cold-formed steel beams 78
Life-cycle assessment of the Spear Building. 78
Comportamento strutturale di travi in acciaio formate a freddo assemblate mediante saldatura laser 78
Non-standard limit analysis for in-plane loaded masonry walls 78
An efficient solution procedure for crushing failure in 3D limit analysis of masonry block structures with non-associative frictional joints 78
Simulation of inelastic cyclic behaviour of steel concentric bracings 77
Rigid block and finite element analysis of settlement-induced failure mechanisms in historic masonry walls 77
Multi-criteria Decision Making Methods in Refurbishment, Deconstruction and Demolition of Existing Structures 76
A Rigid Block Model with Cracking Units for Limit Analysis of Masonry Walls subject to In-Plane Loads 76
Vulnerability and reversible consolidation techniques of historic metal structures 75
Requisiti, indicatori e strumenti per la valutazione della sostenibilità degli interventi di consolidamento sismico 75
Raccomandazioni per interventi sostenibili di consolidamento strutturale 75
Cap.11 Le membrature in acciaio: Stati limite ultimi e di esercizio 75
Analisi della risposta sismica delle costruzioni in muratura. Vulnerabilità delle costruzioni in muratura a scala territoriale 75
Maintenance, repair and rehabilitation of buildings 74
An integrated approach for the vulnerability assessment of a historical metal railway bridge 73
Historic metal elements strengthened by means of CFRP 73
Totale 9.952
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Categoria #
all - tutte 46.638
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 46.638
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021209 0 0 0 0 0 0 54 18 55 19 44 19
2021/2022887 22 4 5 20 14 39 48 39 158 48 91 399
2022/20231.195 192 141 36 141 138 133 6 101 168 18 84 37
2023/2024766 38 113 74 45 39 68 32 116 13 23 138 67
2024/20254.063 232 257 39 45 69 235 447 242 350 378 1.386 383
2025/20264.949 840 626 737 768 1.434 329 215 0 0 0 0 0
Totale 14.335