UniSa - IRIS Institutional Research Information System

MONTUORI, Rosario
 Distribuzione geografica
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Continente #
AS - Asia 13.779
NA - Nord America 8.306
EU - Europa 3.295
SA - Sud America 430
AF - Africa 37
OC - Oceania 13
Continente sconosciuto - Info sul continente non disponibili 8
AN - Antartide 1
Totale 25.869
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Nazione #
HK - Hong Kong 11.460
US - Stati Uniti d'America 8.247
IT - Italia 1.073
CN - Cina 839
SG - Singapore 755
UA - Ucraina 585
RU - Federazione Russa 502
BR - Brasile 369
DE - Germania 332
IE - Irlanda 231
FI - Finlandia 190
TR - Turchia 171
VN - Vietnam 142
KR - Corea 128
SE - Svezia 98
GB - Regno Unito 66
NL - Olanda 55
IN - India 53
IR - Iran 42
CA - Canada 34
ES - Italia 29
FR - Francia 25
TH - Thailandia 25
BD - Bangladesh 23
AT - Austria 21
JP - Giappone 20
PL - Polonia 20
MX - Messico 19
TW - Taiwan 18
PK - Pakistan 17
CO - Colombia 15
ID - Indonesia 15
PH - Filippine 15
IQ - Iraq 13
AR - Argentina 11
EG - Egitto 9
PE - Perù 9
PT - Portogallo 9
RO - Romania 9
NZ - Nuova Zelanda 8
ZA - Sudafrica 8
AL - Albania 7
EC - Ecuador 7
LT - Lituania 7
BE - Belgio 6
CH - Svizzera 6
VE - Venezuela 6
BG - Bulgaria 5
EU - Europa 5
IL - Israele 5
MA - Marocco 5
SA - Arabia Saudita 5
UY - Uruguay 5
UZ - Uzbekistan 5
AU - Australia 4
DZ - Algeria 4
GE - Georgia 4
JO - Giordania 4
RS - Serbia 4
CL - Cile 3
CZ - Repubblica Ceca 3
PY - Paraguay 3
SN - Senegal 3
XK - ???statistics.table.value.countryCode.XK??? 3
AZ - Azerbaigian 2
ET - Etiopia 2
HR - Croazia 2
JM - Giamaica 2
KE - Kenya 2
KZ - Kazakistan 2
LV - Lettonia 2
MM - Myanmar 2
MY - Malesia 2
NO - Norvegia 2
NP - Nepal 2
TN - Tunisia 2
AE - Emirati Arabi Uniti 1
AF - Afghanistan, Repubblica islamica di 1
AO - Angola 1
AQ - Antartide 1
BB - Barbados 1
BH - Bahrain 1
BO - Bolivia 1
CR - Costa Rica 1
CY - Cipro 1
EE - Estonia 1
GF - Guiana Francese 1
GR - Grecia 1
HN - Honduras 1
HU - Ungheria 1
KG - Kirghizistan 1
KH - Cambogia 1
LK - Sri Lanka 1
LU - Lussemburgo 1
ME - Montenegro 1
MT - Malta 1
NR - Nauru 1
OM - Oman 1
PR - Porto Rico 1
PS - Palestinian Territory 1
Totale 25.867
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Città #
Hong Kong 11.420
Ann Arbor 2.034
Chandler 928
Jacksonville 685
Woodbridge 649
Princeton 647
Wilmington 587
Ashburn 425
Singapore 371
Houston 315
Dublin 225
Salerno 206
Beijing 174
Munich 156
Andover 149
Izmir 144
Nanjing 142
Moscow 141
Dong Ket 128
Boardman 108
Pellezzano 91
Helsinki 57
Milan 57
Changsha 53
Los Angeles 52
Shenyang 47
Fairfield 46
Naples 46
Nanchang 45
Jiaxing 44
Rome 44
Dallas 42
Hebei 42
Dearborn 38
Washington 35
São Paulo 31
Fisciano 28
Norwalk 28
The Dalles 27
Tianjin 27
Amsterdam 26
New York 25
Redwood City 25
Santa Clara 25
Xian 25
Council Bluffs 24
Nuremberg 23
Columbus 21
Pune 21
Bangkok 19
Brooklyn 19
Cambridge 19
Belo Horizonte 17
London 17
Seattle 17
Shanghai 17
Warsaw 17
Guangzhou 16
San Francisco 16
Falls Church 15
Boston 14
Taichung 14
Düsseldorf 13
Lappeenranta 13
Rio de Janeiro 13
San Diego 13
Central 11
Phoenix 11
San Jose 11
Shenzhen 11
Stockholm 11
Fuzhou 10
Menlo Park 10
Turku 10
Vienna 10
Chicago 9
Dhaka 9
Grottammare 9
Istanbul 9
Jinan 8
Mercato San Severino 8
Palermo 8
Porto Alegre 8
Rasht 8
Springfield 8
Yuncheng 8
Brasília 7
Frankfurt am Main 7
Lima 7
Manchester 7
Montreal 7
Palomonte 7
Tirana 7
Tokyo 7
Toronto 7
Zhengzhou 7
Afragola 6
Angri 6
Atlanta 6
Campo Grande 6
Totale 21.279
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Nome #
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.029
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 907
Seismic devices for steel storage structures 856
An optimal seismic force pattern for uniform drift distribution 842
Recent development on the seismic devices for steel storage structures 835
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 819
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 783
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 435
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 380
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 363
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 350
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 292
La struttura Tensegrity T-Bar soggetta ad instabilità globaleThe T-Bar tensegrity bar subjected to global instability 275
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 267
Less is more: the reduction of beam section for the seismic behaviour improvement of existing steel MRFs 266
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 260
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 238
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 236
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 231
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 228
Design Procedure for Eccentrically Braced Steel Frames 226
Seismic design approach for steel K-shaped eccentrically braced frames 224
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 214
Globally stable minimal mass compressive tensegrity structures 198
Plastic design of seismic resistant X-braced frames 196
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 196
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 196
Shake table testing and numerical modelling of a steel pallet racking structure with a seismic isolation system 190
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 187
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 181
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 179
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 178
Influence of design Criteria on the seismic Reliability of X-Braced Frames 171
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 170
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 169
On the use of mechanical metamaterials for innovative seismic isolation systems 167
An innovative conception of bracing members: the reduced section solution 153
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 143
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 139
Seismic resistant concrete frame failing according to a global mechanism 135
Seismic design of chevron braces cupled with MRF fail safe systems 134
Plastic design of seismic resistant reinforced concrete frame 127
Influence of design criteria on seismic reliability of X braced frames 126
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 125
Seismic isolation devices based on tensegrity lattices 125
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 123
Telai sismo-resistenti innovativi privi di danneggiamento 122
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 122
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 121
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 121
Analysis and Modelling of CFT Members: Moment Curvature Analysis 121
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 118
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 118
On the use of HSS in seismic-resistant structures 116
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 116
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 115
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 115
Plastic design of MRF-CBF Systems 114
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 114
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 110
Design of chevron braced frames: different approaches around the world. 109
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 109
The Application of TMD to Existing Buildings: the Idea and Future Developments 109
A general design procedure for failure mechanism control of reinforced concrete frames 108
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 107
Smart and simple design of seismic resistant reinforced concrete frame 107
Seismic reliability of V-braced frames: Influence of design methodologies 105
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 104
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 104
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 102
Sistemi accoppiati telaio-controventi concentrici: il calcolo a rottura per il controllo del meccanismo di collasso" 102
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 102
Plastic Design of Dissipative Truss Moment Frames 101
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 101
a 101
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 100
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 100
Reinforced concrete columns strengthened with angles and battens subjected to eccentric load 99
Failure Mode Control Of Dissipative Truss Moment Frames 99
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 98
The use of “Dog-Bone” for the Seismic Improvement of Steel MRFs 98
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 96
Experimental Analysis of the Cyclic Response of CFT-SHS members 96
Innovative structural details in MR-frames for free from damage structures 96
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 96
Seismic reliability of chevron braced frames with innovative conception of bracing members 95
“Seismic reliability of V-braced frames influence of different design approaches” 94
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 94
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 94
Seismic reliability of CB- frames: influence of homoskedasticity hypotesis of structural response parameters 93
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 92
Influence of Gravity Load Resisting System on the Application of Theory of Plastic Mechanism Control for Moment Resisting Frames” 92
Failure Mode Control of Seismic Resistant EB-Frames 91
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 91
Controllo del meccanismo di collasso per telai controventati muniti di dissipatori ad attrito 91
Analisi sperimentale di membrature composte del tipo CFT soggette ad azioni cicliche 89
THEORY OF PLASTIC MECHANISM CONTROL FOR DUAL MRF-CBF SYSTEMS WITH CHEVRON BRACINGS 89
Influence of design criteria on the seismic reliability of X-braced frames 88
Design of “Dog- Bone” Connections: the role of vertical loads” 88
Totale 19.835
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Categoria #
all - tutte 72.210
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 72.210
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.237 0 107 118 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
2025/202611.886 5.532 6.354 0 0 0 0 0 0 0 0 0 0
Totale 26.391