IRIS
PORTIOLI, FRANCESCO PAOLO ANTONIO
 Distribuzione geografica
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Continente #
EU - Europa 3.593
NA - Nord America 3.160
AS - Asia 1.850
SA - Sud America 256
AF - Africa 77
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 2
Totale 8.947
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Nazione #
US - Stati Uniti d'America 3.066
RU - Federazione Russa 1.397
IT - Italia 1.218
SG - Singapore 903
CN - Cina 443
HK - Hong Kong 377
BR - Brasile 221
DE - Germania 171
FI - Finlandia 166
IE - Irlanda 149
SE - Svezia 127
UA - Ucraina 122
CA - Canada 77
GB - Regno Unito 65
CI - Costa d'Avorio 50
FR - Francia 38
NL - Olanda 35
TR - Turchia 33
IN - India 29
CH - Svizzera 19
KR - Corea 13
ZA - Sudafrica 13
IR - Iran 12
PT - Portogallo 12
AR - Argentina 10
MX - Messico 10
EC - Ecuador 9
CZ - Repubblica Ceca 8
KE - Kenya 8
PK - Pakistan 8
PL - Polonia 8
AU - Australia 7
BE - Belgio 7
ES - Italia 7
JP - Giappone 7
RO - Romania 6
AT - Austria 5
BD - Bangladesh 5
GR - Grecia 5
LT - Lituania 5
TW - Taiwan 5
CO - Colombia 4
HR - Croazia 4
HU - Ungheria 4
MD - Moldavia 4
PY - Paraguay 4
IQ - Iraq 3
MA - Marocco 3
PE - Perù 3
TN - Tunisia 3
UZ - Uzbekistan 3
VE - Venezuela 3
AL - Albania 2
BH - Bahrain 2
BY - Bielorussia 2
CL - Cile 2
EU - Europa 2
MY - Malesia 2
NZ - Nuova Zelanda 2
BG - Bulgaria 1
BN - Brunei Darussalam 1
BZ - Belize 1
CR - Costa Rica 1
DK - Danimarca 1
DO - Repubblica Dominicana 1
HN - Honduras 1
IS - Islanda 1
JM - Giamaica 1
KZ - Kazakistan 1
LB - Libano 1
LU - Lussemburgo 1
NI - Nicaragua 1
NO - Norvegia 1
NP - Nepal 1
SA - Arabia Saudita 1
SI - Slovenia 1
SK - Slovacchia (Repubblica Slovacca) 1
TT - Trinidad e Tobago 1
Totale 8.947
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Città #
Chandler 566
Singapore 563
Moscow 378
Hong Kong 372
Napoli 212
Santa Clara 188
Millbury 162
Princeton 148
Nanjing 144
Jacksonville 141
Ashburn 122
Beijing 94
Boston 87
Wilmington 76
Naples 69
Des Moines 68
Rome 63
Woodbridge 57
Ottawa 55
Dearborn 44
Nanchang 38
Seattle 36
Hebei 31
Kronberg 31
Milan 29
Los Angeles 24
Dublin 22
Munich 22
Norwalk 21
São Paulo 21
Jiaxing 20
Lawrence 19
Redwood City 19
Shenyang 19
Turku 18
Boardman 17
Florence 16
Helsinki 14
Kunming 14
Falls Church 13
Hefei 12
Padova 12
Pomigliano D'arco 12
Genova 11
The Dalles 11
Washington 11
Catania 10
Indiana 10
Salerno 10
San Francisco 10
Amsterdam 9
Ferrara 9
Genoa 9
Lausanne 9
Montreal 9
Tianjin 9
London 8
Nairobi 8
Rio de Janeiro 8
Ariano Irpino 7
Boulder 7
Changsha 7
College Station 7
Messina 7
New York 7
Nuremberg 7
Rho 7
Seoul 7
Verona 7
Brooklyn 6
Fairfield 6
Forchia 6
Fort Collins 6
Gallipoli 6
Istanbul 6
Manassas 6
Mexico City 6
Mountain View 6
Paris 6
Portico di Caserta 6
Shanghai 6
Toronto 6
Belo Horizonte 5
Borgo San Lorenzo 5
Cagliari 5
Cuenca 5
Eskişehir 5
Frankfurt am Main 5
Houston 5
Noto 5
Palermo 5
Pune 5
Vaglio Basilicata 5
Villa 5
Brussels 4
Casoria 4
Chisinau 4
Groningen 4
Guangzhou 4
Leeds 4
Totale 4.472
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Nome #
Il ponte dei Fori 269
Analisi di strutture benchmark per la valutazione dell’affidabilità di codici di calcolo sismico degli edifici in muratura 208
Il modello smeared-crack nelle analisi numeriche di volte a padiglione in muratura di mattoni rinforzate con FRP 177
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. 143
Micro and macro-finite element modeling of brick masonry panels subject to lateral loadings 114
3D macro and micro-block models for limit analysis of out-of-plane loaded masonry walls with non-associative Coulomb friction 103
Gli effetti del degrado da fatica e corrosione sui ponti ferroviari in carpenteria metallica: un approccio integrato per la valutazione della vita residua 99
LiABlock_3D: A Software Tool for Collapse Mechanism Analysis of Historic Masonry Structures 92
Comportamento strutturale di volte a padiglione con e senza rinforzi in FRP 86
3DiLiA: A computer code for three-dimensional limit analysis of rigid block assemblages with frictional joints 86
La corrosione atmosferica nel progetto di durabilità delle strutture metalliche 84
Laser welded built-up cold-formed steel beams: experimental investigations 77
Numerical analysis of the steel roofing structure of the Umberto I Gallery in Naples 75
Seismic assessment of historical mosques under exceptional earthquakes: a case study in Skopje 75
Masonry domes strengthening: A comparative structural analysis 74
Cupola di San Gennaro: valutazione del comportamento sismico tra storia e moderni metodi di calcolo 74
Modelling of corrosion damage for metal structures 73
Service life assessment of steel riveted railway bridges: A case study 73
Bending strength of buil-up cold-formed steel members stiffened by diagonal web beads 72
Collapse mechanism analysis of historic masonry structures subjected to lateral loads: A comparison between continuous and discrete models 72
Numerical Modelling of Connections with Timber Pegs 71
Evaluation of collapse displacements in dry-jointed masonry structures subjected to settlements: Experimental tests and rigid block modelling 69
Durability design of metal structures based on lifetime safety factor method 69
Construction and form-finding of a post-formed timber grid-shell 68
Analysis of contact buckling in built-up cold-formed steel beams assembled by laser welding 66
Demolizione, decostruzione e riuso di strutture in acciaio 66
Seismic testing of adjacent interacting masonry structures – shake table test and blind prediction competition 65
Assessment of the seismic performance of the iron roofing structure of the Umberto I Gallery in Naples 65
Assessment of masonry structures subjected to foundation settlements using rigid block limit analysis 65
Contact Dynamics of Masonry Block Structures Using Mathematical Programming 65
MODELLAZIONE DI DISPOSITIVI ELASTOMETRICI AD ALTO SMORZAMENTO 64
La vulnerabilità delle strutture 64
Analisi della risposta sismica delle costruzioni in muratura. Meccanismi locali e analisi dei sistemi strutturali 64
Adeguamento sismico dell'edificio n.23 del Rione Luzzatti 63
Static analysis of a double-cap masonry dome 63
Rigid block modelling approach for the prediction of seismic performance of adjacent interacting masonry structures 62
Interdisciplinary conservation issues of an “unstable” architecture: researches about the bell tower of St. Augustine the Greater in Naples 62
Experimental investigation on the load bearing capacity of built-up cold-formed steel beams 60
Sustainability assessment of seismic retrofitting techniques via TOPSIS method: the SPEAR building case study 59
Seismic vulnerability evaluation of Devil Bridge on Sele River 59
Shake-table testing of a stone masonry building aggregate: Overview of blind prediction study 58
Un approccio integrato per la valutazione della vulnerabilità di un ponte ferroviario in carpenteria metallica di interesse storico 58
Strategie e tecniche di intervento per il consolidamento strutturale 58
Experimental Tests on Steel Plate-to-Plate Splices Bonded by C-FRPS Laminas with and without Wrapping 58
The Umberto I Gallery in Naples: Influence of corrosion damage on the seismic performance of the iron roofing structure 57
An integrated approach to durability design of steel structures against atmospheric corrosion 57
Finite element modeling of laser welded connections for built-up cold-formed steel beams 57
Application of a Three-Dimensional Rigid Block Model to the Limit Analysis of Large Scale Masonry Panels 56
Shaking table tests on the large scale model of Mustafa Pasha Mosque without and with FRP 56
Experimental and numerical investigations on the Mustafa Pasha Mosque large scale model 56
Seismic behaviour of dual steel concentric braced frames 56
Cap.11 Le membrature in acciaio: Stati limite ultimi e di esercizio 55
Finite element modelling procedures for innovative built-up cold-formed beams 54
On the characterization of the material properties for cold-formed steel members 54
Finite element and limit analysis of the large scale model of Mustafa Pasha mosque in Skopje strengthened with FRP 54
Vulnerability assessment of a historic railway bridge. 54
Risposta sismica di strutture a controventi eccentrici progettati con acciai ad alta resistenza 54
Cap. 10 Costruire con l'acciaio 54
A macro-block model for in-plane loaded masonry walls with non-associative Coulomb friction 54
Riparabilità degli edifici danneggiati dal sisma e strategie d’intervento basate sulla resilienza 54
Vulnerability assessment of monumental artworks using contact time-history analysis 54
Finite Element Model of a Brick Masonry Four-Sided Cloister Vault Reinforced with FRPs 53
Contact buckling effects in built-up cold-formed steel beams 53
An efficient solution procedure for crushing failure in 3D limit analysis of masonry block structures with non-associative frictional joints 53
Application of Liablock_3D to the analysis of failure modes in masonry structures subjected to seismic action 53
A rigid block model with no-tension elastic contacts for displacement-based assessment of historic masonry structures subjected to settlements 53
Local buckling phenomena in built-up cold-formed beams: experimental and numerical investigations 52
Finite element modelling of lap shear riveted connections in fire 52
Analysis of contact buckling in built-up cold-formed steel beams assembled by laser welding 52
Three-dimensional limit analysis of dry-joint masonry walls by rigid block modelling using linear programming 52
Rigid block limit analysis applied to archaeological structures: The case study of the Pompeii Civil Forum 52
Experimental and numerical study on the load bearing capacity of innovative cold-formed steel beams 51
A Rigid Block Model with Cracking Units for Limit Analysis of Masonry Walls subject to In-Plane Loads 51
Computational Limit Analysis of Masonry Panels with Cracking Units using Rigid Block Modelling 51
Flexural strength of innovative built-up cold-formed steel beams assembled by laser welding. 50
Cap.12 Le unioni: verifiche di resistenza 50
The influence of out-of-straightness imperfection in Physical-Theory models of bracing members on seismic performance assessment of concentric braced structures 50
La progettazione strutturale sostenibile delle strutture di acciaio 50
IMPROVING SUSTAINABILITY PERFORMANCE OF EXISTING BUILDINGS: A CASE STUDY 50
Modelling crushing failure in 3D limit analysis of masonry block structures by mathematical programming 50
Rocking response of masonry block structures using mathematical programming 50
Analisi e interpretazione della risposta sismica di edifici in muratura, con particolare riferimento al danno rilevato 50
Blind-test numerical simulation of shake-table tests on three-leaf masonry walls: An application of LIA block_3D 50
Large-Scale Experimental Investigation on Mustafa Pasha Mosque 49
Three-Dimensional Limit Analysis of Dry-Joint Masonry Walls using Rigid Block Modelling 49
Analisi della risposta sismica delle costruzioni in muratura. Vulnerabilità delle costruzioni in muratura a scala territoriale 49
Experimental investigation on laser welded connections for built-up cold-formed steel beams 48
Simulation of inelastic cyclic behaviour of steel concentric bracings 48
The effect of different modelling approach on seismic analysis of steel concentric braced frames 48
Seismic behaviour of dual steel concentric braced frames 48
An integrated approach for the vulnerability assessment of a historical metal railway bridge 47
Limit analysis of brick masonry shear walls with openings under later loads by rigid block modeling 47
Risposta sismica di strutture a controventi concentrici progettate con acciai ad alta resistenza 46
High strength steel in seismic resistant building frames (HSS-SERF) 46
Experimental tests on the influence of bonding length for steel plate-to-plate splices connected with externally bonded C-FRPs 46
Analisi sperimentale di collegamenti per sovrapposizione in composizione chiodata tipici delle strutture metalliche storiche 45
Modeling of metal structure corrosion damage: a state of the art report 45
Modelling of corrosion damage for metal structures 45
An integrated approach for the conservation of Archaeological Heritage: the case study of the south-west colonnade of the Pompeii Civil Forum 45
Experimental investigation on the torsion-shear interaction between stone blocks in frictional contact 44
Totale 6.506
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Categoria #
all - tutte 35.480
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 35.480
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202065 0 0 0 0 0 0 0 0 0 0 0 65
2020/2021531 17 31 45 51 68 110 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
2024/20253.840 232 257 39 45 69 235 447 242 350 378 1.386 160
Totale 9.163