UniSa - IRIS Institutional Research Information System

MONTUORI, Rosario
 Distribuzione geografica
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Continente #
NA - Nord America 8.042
EU - Europa 3.198
AS - Asia 2.323
SA - Sud America 384
AF - Africa 31
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 8
Totale 13.995
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Nazione #
US - Stati Uniti d'America 8.003
IT - Italia 1.052
CN - Cina 806
SG - Singapore 702
UA - Ucraina 584
RU - Federazione Russa 502
BR - Brasile 335
DE - Germania 306
IE - Irlanda 231
FI - Finlandia 188
TR - Turchia 167
HK - Hong Kong 161
VN - Vietnam 131
KR - Corea 128
SE - Svezia 92
NL - Olanda 54
GB - Regno Unito 52
IN - India 44
IR - Iran 41
CA - Canada 24
ES - Italia 24
FR - Francia 24
AT - Austria 20
TH - Thailandia 19
TW - Taiwan 17
ID - Indonesia 15
PH - Filippine 15
CO - Colombia 14
BD - Bangladesh 13
JP - Giappone 12
MX - Messico 11
PK - Pakistan 11
PL - Polonia 11
AR - Argentina 9
PE - Perù 9
PT - Portogallo 9
RO - Romania 9
EG - Egitto 8
IQ - Iraq 8
AL - Albania 7
EC - Ecuador 7
ZA - Sudafrica 7
BE - Belgio 6
EU - Europa 5
MA - Marocco 5
NZ - Nuova Zelanda 5
AU - Australia 4
CH - Svizzera 4
DZ - Algeria 4
GE - Georgia 4
RS - Serbia 4
UZ - Uzbekistan 4
BG - Bulgaria 3
CZ - Repubblica Ceca 3
IL - Israele 3
JO - Giordania 3
LT - Lituania 3
SA - Arabia Saudita 3
UY - Uruguay 3
VE - Venezuela 3
XK - ???statistics.table.value.countryCode.XK??? 3
AZ - Azerbaigian 2
CL - Cile 2
KZ - Kazakistan 2
LV - Lettonia 2
MM - Myanmar 2
MY - Malesia 2
NO - Norvegia 2
SN - Senegal 2
TN - Tunisia 2
AE - Emirati Arabi Uniti 1
BB - Barbados 1
BH - Bahrain 1
BO - Bolivia 1
CY - Cipro 1
EE - Estonia 1
ET - Etiopia 1
GR - Grecia 1
HN - Honduras 1
HU - Ungheria 1
JM - Giamaica 1
KE - Kenya 1
KH - Cambogia 1
LK - Sri Lanka 1
LU - Lussemburgo 1
ME - Montenegro 1
MT - Malta 1
OM - Oman 1
PR - Porto Rico 1
PS - Palestinian Territory 1
PY - Paraguay 1
RW - Ruanda 1
SY - Repubblica araba siriana 1
Totale 13.995
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Città #
Ann Arbor 2.034
Chandler 928
Jacksonville 684
Woodbridge 649
Princeton 647
Wilmington 587
Ashburn 394
Singapore 318
Houston 315
Dublin 225
Salerno 206
Beijing 162
Andover 149
Izmir 144
Nanjing 142
Moscow 141
Hong Kong 140
Munich 134
Dong Ket 128
Boardman 108
Pellezzano 91
Helsinki 57
Changsha 48
Milan 47
Shenyang 47
Fairfield 46
Nanchang 45
Jiaxing 44
Naples 43
Hebei 42
Rome 40
Dearborn 38
Washington 35
Los Angeles 33
Dallas 28
Fisciano 28
Norwalk 28
The Dalles 27
Tianjin 27
São Paulo 26
Amsterdam 25
Redwood City 25
Xian 25
Nuremberg 22
Pune 20
Cambridge 19
Belo Horizonte 17
London 17
Santa Clara 17
Shanghai 17
Bangkok 16
Guangzhou 16
Seattle 16
Falls Church 15
New York 14
Taichung 14
Düsseldorf 13
Lappeenranta 13
San Diego 13
Rio de Janeiro 12
Central 11
Shenzhen 11
Columbus 10
Fuzhou 10
Menlo Park 10
Phoenix 10
San Francisco 10
Vienna 10
Brooklyn 9
Grottammare 9
Istanbul 9
Jinan 8
Mercato San Severino 8
Palermo 8
Porto Alegre 8
Rasht 8
San Jose 8
Springfield 8
Turku 8
Warsaw 8
Yuncheng 8
Boston 7
Brasília 7
Dhaka 7
Lima 7
Palomonte 7
Tirana 7
Zhengzhou 7
Afragola 6
Angri 6
Cisterna 6
Dubino 6
Florence 6
Karachi 6
Mestre 6
Ningbo 6
Quezon City 6
Sant'antimo 6
Betim 5
Campo Grande 5
Totale 9.709
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Nome #
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 257
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 224
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 154
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 139
Seismic resistant concrete frame failing according to a global mechanism 131
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 125
Seismic isolation devices based on tensegrity lattices 124
Plastic design of seismic resistant reinforced concrete frame 121
An innovative conception of bracing members: the reduced section solution 120
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 119
Analysis and Modelling of CFT Members: Moment Curvature Analysis 118
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 117
Analisi preliminare dell'influenza della configurazione nelle performance sismiche dei sistemi accoppiati con controventi eccentrici progettati mediante la TPMC Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of MRF-EBF Dual Systems Designed by TPMC 117
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 115
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 114
Influenza del comportamento ciclico dei collegamenti trave-colonna sulla risposta sismica di telai in acciaio regolari - INFLUENCE OF THE CYCLIC BEHAVIOUR OF BEAM-TO-COLUMN CONNECTION ON THE SEISMIC RESPONSE OF REGULAR STEEL FRAMES Rosario Montuori, Elide Nastri, Vincenzo Piluso, Marina Troisi 114
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 113
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 112
On the use of mechanical metamaterials for innovative seismic isolation systems 111
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 108
Influence of design criteria on seismic reliability of X braced frames 106
Design of chevron braced frames: different approaches around the world. 106
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 106
Smart and simple design of seismic resistant reinforced concrete frame 105
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 105
Plastic design of MRF-CBF Systems 104
La struttura Tensegrity T-Bar soggetta ad instabilità globaleThe T-Bar tensegrity bar subjected to global instability 104
A general design procedure for failure mechanism control of reinforced concrete frames 104
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 102
Globally stable minimal mass compressive tensegrity structures 101
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 100
Plastic Design of Dissipative Truss Moment Frames 100
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 100
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 100
Reinforced concrete columns strengthened with angles and battens subjected to eccentric load 99
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 98
Failure Mode Control Of Dissipative Truss Moment Frames 98
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 98
Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP 97
The use of “Dog-Bone” for the Seismic Improvement of Steel MRFs 97
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 96
Telai sismo-resistenti innovativi privi di danneggiamento 96
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 96
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 95
Seismic reliability of V-braced frames: Influence of design methodologies 95
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 93
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 93
Innovative structural details in MR-frames for free from damage structures 92
Seismic reliability of chevron braced frames with innovative conception of bracing members 91
Seismic reliability of CB- frames: influence of homoskedasticity hypotesis of structural response parameters 91
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 91
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 91
“Seismic reliability of V-braced frames influence of different design approaches” 90
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 90
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 89
Influence of design Criteria on the seismic Reliability of X-Braced Frames 89
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 89
Less is more: the reduction of beam section for the seismic behaviour improvement of existing steel MRFs 89
Influence of design criteria on the seismic reliability of X-braced frames 88
Failure Mode Control of Seismic Resistant EB-Frames 88
Design of “Dog- Bone” Connections: the role of vertical loads” 88
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 87
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 87
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 87
Influence of Gravity Load Resisting System on the Application of Theory of Plastic Mechanism Control for Moment Resisting Frames” 87
Analisi sperimentale di membrature composte del tipo CFT soggette ad azioni cicliche 86
On the use of HSS in seismic-resistant structures 85
Progressi nella teoria del controllo del meccanismo plastico:soluzione in forma chiusa per telai sismo resistenti 85
Plastic design of seismic resistant V-braced frames. 84
Seismic design of chevron braces cupled with MRF fail safe systems 84
Ultimate behaviour of FRP wrapped sections under axial force and bending: Influence of stress-strain confinement model 83
Theory of Plastic Mechanism Control of Seismic-Resistant MR-Frames with Set-Backs 83
Experimental Analysis of the Cyclic Response of CFT-SHS members 82
Ultimate Behaviour of Reinforced Concrete Columns Strengthened with Angles and Battens: Prediction of Moment-Rotation Curves 82
THEORY OF PLASTIC MECHANISM CONTROL FOR DUAL MRF-CBF SYSTEMS WITH CHEVRON BRACINGS 82
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 82
Seismic Reliability of V-braced frames with RSS bracings 81
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 81
Theory of plastic mechanism control for MRF–CBF dual systems and its validation 81
Influenza della ipotesi di omoschedasticita’ della dispersione della risposta strutturale nella valutazione dell’affidabilità sismica di controventi concentrici 80
“Failure Mode Control of steel MR-Frames with pin-jointed column bases”. XV Convegno ANIDIS. 80
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 79
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 78
Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme 78
a 78
“Il calcolo a rottura in presenza di interazione taglio-momento: i controventi eccentrici” 75
Seismic Reliability of V-Braced Frames with RSS 75
The influence of gravity loads on the seismic design of RBS connections 75
Validation of a design procedure for failure mode control of irregular moment resisting frames by IDA analyses 74
FAILURE MODE CONTROL OF X-BRACED FRAMES UNDER SEISMIC ACTIONS 74
Failure mode control: economy of semi-rigid frames 73
“Seismic Response Of X-Braced Frames: Comparison Between Different Design Criteria And Modelling Options” 72
Progettazione a Collasso Controllato di Sistemi Accoppiati Telaio-Controvento Concentrico 72
SHEAR MOMENT INTERACTION IN PLASTIC DESIGN: ECCENTRICALLY BRACED FRAMES 72
Sistemi accoppiati telaio-controventi concentrici: il calcolo a rottura per il controllo del meccanismo di collasso" 72
Comparison Between Different Design Strategies for FREEDAM Frames 72
Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames 71
THEORY OF PLASTIC MECHANISM CONTROL: CLOSED FORM SOLUTION 71
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 70
Influence of the bracing scheme on seismic performances of MRF-EBF dual systems 70
Totale 9.673
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Categoria #
all - tutte 55.767
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 55.767
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.254 17 107 118 53 140 47 131 5 289 12 132 203
2021/20221.241 10 6 11 14 44 22 12 61 172 149 214 526
2022/20232.117 221 173 55 231 284 411 13 205 321 18 126 59
2023/20241.288 80 174 82 66 94 229 44 55 66 62 53 283
2024/20252.834 88 66 107 144 118 347 478 225 421 166 355 319
2025/202612 12 0 0 0 0 0 0 0 0 0 0 0
Totale 14.517