UniSa - IRIS Institutional Research Information System

MONTUORI, Rosario
 Distribuzione geografica
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Continente #
NA - Nord America 7.809
EU - Europa 3.077
AS - Asia 2.120
SA - Sud America 300
AF - Africa 25
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 8
Totale 13.348
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Nazione #
US - Stati Uniti d'America 7.784
IT - Italia 1.020
CN - Cina 763
SG - Singapore 677
UA - Ucraina 583
RU - Federazione Russa 500
DE - Germania 260
BR - Brasile 256
IE - Irlanda 230
FI - Finlandia 180
TR - Turchia 163
VN - Vietnam 131
KR - Corea 104
SE - Svezia 89
HK - Hong Kong 75
NL - Olanda 51
GB - Regno Unito 42
IR - Iran 41
IN - India 36
FR - Francia 24
ES - Italia 20
TH - Thailandia 19
CA - Canada 17
TW - Taiwan 17
AT - Austria 15
ID - Indonesia 15
PH - Filippine 15
CO - Colombia 13
JP - Giappone 12
BD - Bangladesh 9
PE - Perù 9
PK - Pakistan 9
PT - Portogallo 9
RO - Romania 9
AR - Argentina 8
MX - Messico 8
PL - Polonia 8
AL - Albania 7
EG - Egitto 7
BE - Belgio 6
EC - Ecuador 6
IQ - Iraq 6
EU - Europa 5
NZ - Nuova Zelanda 5
ZA - Sudafrica 5
AU - Australia 4
CH - Svizzera 4
DZ - Algeria 4
GE - Georgia 4
MA - Marocco 4
RS - Serbia 4
UZ - Uzbekistan 4
BG - Bulgaria 3
IL - Israele 3
VE - Venezuela 3
XK - ???statistics.table.value.countryCode.XK??? 3
AZ - Azerbaigian 2
CL - Cile 2
CZ - Repubblica Ceca 2
JO - Giordania 2
LV - Lettonia 2
MM - Myanmar 2
MY - Malesia 2
NO - Norvegia 2
BH - Bahrain 1
BO - Bolivia 1
CY - Cipro 1
EE - Estonia 1
ET - Etiopia 1
GR - Grecia 1
HU - Ungheria 1
KE - Kenya 1
KH - Cambogia 1
KZ - Kazakistan 1
LK - Sri Lanka 1
LT - Lituania 1
LU - Lussemburgo 1
ME - Montenegro 1
MT - Malta 1
OM - Oman 1
PS - Palestinian Territory 1
PY - Paraguay 1
RW - Ruanda 1
SA - Arabia Saudita 1
SN - Senegal 1
SY - Repubblica araba siriana 1
TN - Tunisia 1
UY - Uruguay 1
Totale 13.348
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Città #
Ann Arbor 2.034
Chandler 928
Jacksonville 684
Woodbridge 649
Princeton 647
Wilmington 587
Ashburn 384
Houston 315
Singapore 297
Dublin 224
Salerno 206
Andover 149
Izmir 144
Nanjing 142
Moscow 141
Dong Ket 128
Beijing 125
Boardman 108
Munich 92
Pellezzano 91
Helsinki 57
Hong Kong 54
Changsha 48
Shenyang 47
Fairfield 46
Nanchang 45
Jiaxing 44
Hebei 42
Milan 41
Naples 39
Dearborn 38
Rome 36
Washington 35
Norwalk 28
Tianjin 27
Fisciano 25
Los Angeles 25
Redwood City 25
Xian 25
Amsterdam 22
Dallas 20
Pune 20
Cambridge 19
Nuremberg 18
São Paulo 18
Bangkok 16
Guangzhou 16
Falls Church 15
London 15
Shanghai 15
Seattle 14
Taichung 14
Belo Horizonte 13
Düsseldorf 13
Lappeenranta 13
San Diego 13
Central 11
Santa Clara 11
Shenzhen 11
Fuzhou 10
Menlo Park 10
Grottammare 9
Istanbul 9
Rio de Janeiro 9
Vienna 9
Jinan 8
Mercato San Severino 8
Palermo 8
Rasht 8
Springfield 8
Yuncheng 8
Brasília 7
Lima 7
Palomonte 7
Tirana 7
Zhengzhou 7
Afragola 6
Angri 6
Cisterna 6
Dubino 6
Florence 6
Karachi 6
Mestre 6
New York 6
Ningbo 6
Porto Alegre 6
Quezon City 6
Sant'antimo 6
Casoria 5
Chengdu 5
Council Bluffs 5
Frattamaggiore 5
Napoli 5
Ottaviano 5
Phoenix 5
San Jose 5
Sant'Agata de' Goti 5
Sevilla 5
Sheffield 5
Tabriz 5
Totale 9.380
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Nome #
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 245
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 223
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 132
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 125
Seismic resistant concrete frame failing according to a global mechanism 125
Seismic isolation devices based on tensegrity lattices 123
Plastic design of seismic resistant reinforced concrete frame 120
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 118
An innovative conception of bracing members: the reduced section solution 116
Analysis and Modelling of CFT Members: Moment Curvature Analysis 116
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 112
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 112
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 112
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 112
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 110
On the use of mechanical metamaterials for innovative seismic isolation systems 110
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 108
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 108
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 105
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 104
Influence of design criteria on seismic reliability of X braced frames 103
Smart and simple design of seismic resistant reinforced concrete frame 103
Design of chevron braced frames: different approaches around the world. 102
Plastic design of MRF-CBF Systems 102
La struttura Tensegrity T-Bar soggetta ad instabilità globaleThe T-Bar tensegrity bar subjected to global instability 102
A general design procedure for failure mechanism control of reinforced concrete frames 100
Globally stable minimal mass compressive tensegrity structures 99
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 99
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 99
Reinforced concrete columns strengthened with angles and battens subjected to eccentric load 98
Plastic Design of Dissipative Truss Moment Frames 98
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 98
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 98
Failure Mode Control Of Dissipative Truss Moment Frames 97
Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP 96
The use of “Dog-Bone” for the Seismic Improvement of Steel MRFs 96
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 95
Seismic reliability of V-braced frames: Influence of design methodologies 95
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 94
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 94
Telai sismo-resistenti innovativi privi di danneggiamento 93
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 92
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 92
Seismic reliability of chevron braced frames with innovative conception of bracing members 90
Seismic reliability of CB- frames: influence of homoskedasticity hypotesis of structural response parameters 90
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 90
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 89
Influence of design criteria on the seismic reliability of X-braced frames 88
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 88
Design of “Dog- Bone” Connections: the role of vertical loads” 88
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 88
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 88
Less is more: the reduction of beam section for the seismic behaviour improvement of existing steel MRFs 88
“Seismic reliability of V-braced frames influence of different design approaches” 87
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 87
Innovative structural details in MR-frames for free from damage structures 87
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 86
Failure Mode Control of Seismic Resistant EB-Frames 85
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 85
Influence of design Criteria on the seismic Reliability of X-Braced Frames 85
On the use of HSS in seismic-resistant structures 85
Esame comparativo tra due soluzioni per l’adeguamento del sistema strutturale sismo-resistente di un edificio in c.a. 85
Analisi sperimentale di membrature composte del tipo CFT soggette ad azioni cicliche 84
Plastic design of seismic resistant V-braced frames. 84
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 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
Progressi nella teoria del controllo del meccanismo plastico:soluzione in forma chiusa per telai sismo resistenti 83
Influence of Gravity Load Resisting System on the Application of Theory of Plastic Mechanism Control for Moment Resisting Frames” 83
Theory of Plastic Mechanism Control of Seismic-Resistant MR-Frames with Set-Backs 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
Ultimate Behaviour of Reinforced Concrete Columns Strengthened with Angles and Battens: Prediction of Moment-Rotation Curves 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
Seismic Reliability of V-braced frames with RSS bracings 80
Experimental Analysis of the Cyclic Response of CFT-SHS members 80
“Failure Mode Control of steel MR-Frames with pin-jointed column bases”. XV Convegno ANIDIS. 80
Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme 77
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 76
Seismic Reliability of V-Braced Frames with RSS 75
The influence of gravity loads on the seismic design of RBS connections 75
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 74
“Il calcolo a rottura in presenza di interazione taglio-momento: i controventi eccentrici” 73
Failure mode control: economy of semi-rigid frames 73
“Seismic Response Of X-Braced Frames: Comparison Between Different Design Criteria And Modelling Options” 72
Influenza della ipotesi di omoschedasticita’ della dispersione della risposta strutturale nella valutazione dell’affidabilità sismica di controventi concentrici 72
Sistemi accoppiati telaio-controventi concentrici: il calcolo a rottura per il controllo del meccanismo di collasso" 72
Validation of a design procedure for failure mode control of irregular moment resisting frames by IDA analyses 72
SHEAR MOMENT INTERACTION IN PLASTIC DESIGN: ECCENTRICALLY BRACED FRAMES 71
Comparison Between Different Design Strategies for FREEDAM Frames 71
Progettazione a Collasso Controllato di Sistemi Accoppiati Telaio-Controvento Concentrico 70
Rigid-plastic analysis and moment–shear interaction for hierarchy criteria of inverted Y EB-Frames 70
THEORY OF PLASTIC MECHANISM CONTROL: CLOSED FORM SOLUTION 70
FAILURE MODE CONTROL OF X-BRACED FRAMES UNDER SEISMIC ACTIONS 69
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 68
Influence of the bracing scheme on seismic performances of MRF-EBF dual systems 68
a 68
Totale 9.459
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Categoria #
all - tutte 52.729
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 52.729
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020204 0 0 0 0 0 0 0 0 0 0 178 26
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
2024/20252.199 88 66 107 144 118 347 478 225 421 166 39 0
Totale 13.870