UniSa - IRIS Institutional Research Information System

MONTUORI, Rosario
 Distribuzione geografica
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Continente #
AS - Asia 22.382
NA - Nord America 9.113
EU - Europa 3.482
SA - Sud America 778
AF - Africa 67
OC - Oceania 16
Continente sconosciuto - Info sul continente non disponibili 8
AN - Antartide 1
Totale 35.847
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Nazione #
HK - Hong Kong 18.726
US - Stati Uniti d'America 8.992
SG - Singapore 1.480
CN - Cina 1.168
IT - Italia 1.150
BR - Brasile 635
UA - Ucraina 589
RU - Federazione Russa 510
DE - Germania 336
VN - Vietnam 311
IE - Irlanda 232
FI - Finlandia 192
TR - Turchia 179
KR - Corea 137
SE - Svezia 109
GB - Regno Unito 97
IN - India 64
CA - Canada 62
NL - Olanda 58
AR - Argentina 47
IR - Iran 43
BD - Bangladesh 40
ES - Italia 40
MX - Messico 39
JP - Giappone 37
ID - Indonesia 34
PL - Polonia 30
FR - Francia 27
TH - Thailandia 26
CO - Colombia 24
AT - Austria 23
ZA - Sudafrica 23
IQ - Iraq 20
PH - Filippine 20
EC - Ecuador 19
TW - Taiwan 18
PK - Pakistan 17
EG - Egitto 13
VE - Venezuela 13
PE - Perù 12
RO - Romania 11
LT - Lituania 10
PT - Portogallo 10
UY - Uruguay 10
NZ - Nuova Zelanda 9
AL - Albania 8
CL - Cile 8
PY - Paraguay 8
UZ - Uzbekistan 8
BG - Bulgaria 7
MA - Marocco 7
AU - Australia 6
BE - Belgio 6
CH - Svizzera 6
DZ - Algeria 6
IL - Israele 6
SA - Arabia Saudita 6
EU - Europa 5
MY - Malesia 5
CZ - Repubblica Ceca 4
DO - Repubblica Dominicana 4
GE - Georgia 4
JO - Giordania 4
KE - Kenya 4
KZ - Kazakistan 4
NO - Norvegia 4
NP - Nepal 4
RS - Serbia 4
SN - Senegal 4
AE - Emirati Arabi Uniti 3
HN - Honduras 3
MM - Myanmar 3
XK - ???statistics.table.value.countryCode.XK??? 3
AD - Andorra 2
AZ - Azerbaigian 2
BB - Barbados 2
BY - Bielorussia 2
CR - Costa Rica 2
CY - Cipro 2
DM - Dominica 2
ET - Etiopia 2
GR - Grecia 2
HR - Croazia 2
JM - Giamaica 2
KH - Cambogia 2
LV - Lettonia 2
MT - Malta 2
PA - Panama 2
TN - Tunisia 2
AF - Afghanistan, Repubblica islamica di 1
AM - Armenia 1
AO - Angola 1
AQ - Antartide 1
BH - Bahrain 1
BO - Bolivia 1
BW - Botswana 1
CM - Camerun 1
EE - Estonia 1
GA - Gabon 1
GF - Guiana Francese 1
Totale 35.829
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Città #
Hong Kong 18.679
Ann Arbor 2.034
Chandler 928
Singapore 705
Jacksonville 685
Woodbridge 649
Princeton 647
Wilmington 587
Ashburn 516
Dallas 427
Houston 319
Beijing 231
Dublin 226
Salerno 206
Munich 156
Andover 149
Izmir 144
Moscow 142
Nanjing 142
Dong Ket 128
Boardman 108
Pellezzano 91
Los Angeles 80
Ho Chi Minh City 73
São Paulo 64
Milan 63
Rome 62
Changsha 58
Helsinki 57
New York 53
Naples 50
Shenyang 47
Fairfield 46
Nanchang 45
Hanoi 44
Jiaxing 44
Hebei 42
Dearborn 38
Fisciano 38
Santa Clara 35
Washington 35
The Dalles 31
Norwalk 28
Amsterdam 27
Brooklyn 27
Tianjin 27
Warsaw 26
London 25
Montreal 25
Redwood City 25
Xian 25
Council Bluffs 24
Tokyo 24
Nuremberg 23
Belo Horizonte 21
Columbus 21
Guangzhou 21
Pune 21
Stockholm 21
Bangkok 20
Cambridge 19
Shanghai 19
Boston 18
Rio de Janeiro 18
Seattle 18
Denver 17
Porto Alegre 17
San Francisco 17
Chicago 16
Phoenix 16
Dhaka 15
Falls Church 15
Orem 15
Atlanta 14
Chennai 14
Lappeenranta 14
Manchester 14
Taichung 14
Düsseldorf 13
Mexico City 13
San Diego 13
Seoul 13
Shenzhen 13
Brasília 11
Central 11
Frankfurt am Main 11
Jinan 11
Johannesburg 11
Salvador 11
San Jose 11
Vienna 11
Ankara 10
Fuzhou 10
Menlo Park 10
Toronto 10
Turku 10
Grottammare 9
Istanbul 9
Montevideo 9
Guayaquil 8
Totale 29.863
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.218
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.132
Seismic devices for steel storage structures 867
An optimal seismic force pattern for uniform drift distribution 864
Recent development on the seismic devices for steel storage structures 848
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 833
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 799
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 769
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 712
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 700
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 700
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 604
La struttura Tensegrity T-Bar soggetta ad instabilità globaleThe T-Bar tensegrity bar subjected to global instability 590
Design Procedure for Eccentrically Braced Steel Frames 563
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 537
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 514
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 513
Seismic design approach for steel K-shaped eccentrically braced frames 504
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 488
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 457
Shake table testing and numerical modelling of a steel pallet racking structure with a seismic isolation system 423
Globally stable minimal mass compressive tensegrity structures 414
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 398
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 371
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 363
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 335
Influence of design Criteria on the seismic Reliability of X-Braced Frames 327
Seismic Response of MR- Frames with Semi-Rigid Connections 326
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 294
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 288
Seismic design of chevron braces cupled with MRF fail safe systems 286
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 278
Less is more: the reduction of beam section for the seismic behaviour improvement of existing steel MRFs 274
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 262
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 237
On the use of HSS in seismic-resistant structures 219
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 218
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 204
Plastic design of seismic resistant X-braced frames 203
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 200
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 194
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 180
On the use of mechanical metamaterials for innovative seismic isolation systems 177
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 173
Telai sismo-resistenti innovativi privi di danneggiamento 173
An innovative conception of bracing members: the reduced section solution 163
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 163
Influence of design criteria on seismic reliability of X braced frames 160
Seismic reliability of V-braced frames: Influence of design methodologies 156
Plastic design of seismic resistant reinforced concrete frame 154
Seismic resistant concrete frame failing according to a global mechanism 152
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 149
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 140
Experimental Analysis of the Cyclic Response of CFT-SHS members 139
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 138
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 135
Seismic isolation devices based on tensegrity lattices 134
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 132
Plastic design of MRF-CBF Systems 131
Probabilistic approach for local hierarchy criteria of EB-frames 130
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 130
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 129
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 129
a 128
Design of chevron braced frames: different approaches around the world. 127
Analysis and Modelling of CFT Members: Moment Curvature Analysis 127
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 127
A general design procedure for failure mechanism control of reinforced concrete frames 126
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 125
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 125
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 123
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 121
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 120
The Application of TMD to Existing Buildings: the Idea and Future Developments 120
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 119
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 115
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 115
Smart and simple design of seismic resistant reinforced concrete frame 115
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 113
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 112
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 112
Sistemi accoppiati telaio-controventi concentrici: il calcolo a rottura per il controllo del meccanismo di collasso" 111
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 111
Failure Mode Control of Seismic Resistant EB-Frames 110
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 110
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 108
The influence of gravity loads on the seismic design of RBS connections 108
Seismic reliability of chevron braced frames with innovative conception of bracing members 107
Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP 107
Innovative structural details in MR-frames for free from damage structures 107
Plastic Design of Dissipative Truss Moment Frames 106
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 105
Reinforced concrete columns strengthened with angles and battens subjected to eccentric load 105
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 105
THEORY OF PLASTIC MECHANISM CONTROL FOR DUAL MRF-CBF SYSTEMS WITH CHEVRON BRACINGS 104
The use of “Dog-Bone” for the Seismic Improvement of Steel MRFs 104
Adaptive bending-active modules for a tensile solar shading system 104
Failure Mode Control Of Dissipative Truss Moment Frames 103
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 103
Analisi sperimentale di membrature composte del tipo CFT soggette ad azioni cicliche 102
Totale 27.783
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Categoria #
all - tutte 91.963
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 91.963
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021959 0 0 0 0 140 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
2025/202621.867 5.532 8.501 5.926 693 1.215 0 0 0 0 0 0 0
Totale 36.372