UniSa - IRIS Institutional Research Information System

MONTUORI, Rosario
 Distribuzione geografica
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Continente #
AS - Asia 24.091
NA - Nord America 10.915
EU - Europa 4.014
SA - Sud America 1.065
AF - Africa 162
OC - Oceania 17
Continente sconosciuto - Info sul continente non disponibili 8
AN - Antartide 1
Totale 40.273
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Nazione #
HK - Hong Kong 18.793
US - Stati Uniti d'America 10.740
SG - Singapore 2.230
IT - Italia 1.270
CN - Cina 1.265
BR - Brasile 768
VN - Vietnam 668
UA - Ucraina 596
RU - Federazione Russa 517
DE - Germania 372
FR - Francia 241
IE - Irlanda 238
FI - Finlandia 208
TR - Turchia 199
KR - Corea 157
GB - Regno Unito 151
IN - India 145
SE - Svezia 115
BD - Bangladesh 108
AR - Argentina 104
CA - Canada 69
NL - Olanda 68
MX - Messico 64
JP - Giappone 60
IQ - Iraq 56
ID - Indonesia 54
ES - Italia 51
CO - Colombia 48
IR - Iran 45
PK - Pakistan 44
PH - Filippine 41
ZA - Sudafrica 37
EC - Ecuador 34
PL - Polonia 33
VE - Venezuela 30
TH - Thailandia 29
AT - Austria 24
CH - Svizzera 24
MA - Marocco 24
SA - Arabia Saudita 24
UZ - Uzbekistan 24
EG - Egitto 23
CL - Cile 22
MY - Malesia 21
TW - Taiwan 21
KE - Kenya 20
PE - Perù 19
PY - Paraguay 16
JO - Giordania 15
DZ - Algeria 14
UY - Uruguay 14
AL - Albania 12
CR - Costa Rica 12
PT - Portogallo 12
LT - Lituania 11
RO - Romania 11
SN - Senegal 11
IL - Israele 10
TN - Tunisia 10
KZ - Kazakistan 9
NP - Nepal 9
NZ - Nuova Zelanda 9
AE - Emirati Arabi Uniti 8
BG - Bulgaria 8
BO - Bolivia 8
AU - Australia 7
BE - Belgio 7
AZ - Azerbaigian 6
BH - Bahrain 6
DO - Repubblica Dominicana 6
ET - Etiopia 6
GE - Georgia 6
EU - Europa 5
JM - Giamaica 5
LB - Libano 5
OM - Oman 5
PA - Panama 5
RS - Serbia 5
SY - Repubblica araba siriana 5
BY - Bielorussia 4
CZ - Repubblica Ceca 4
HN - Honduras 4
HR - Croazia 4
KG - Kirghizistan 4
LY - Libia 4
NO - Norvegia 4
AO - Angola 3
LV - Lettonia 3
MD - Moldavia 3
MM - Myanmar 3
MN - Mongolia 3
PR - Porto Rico 3
PS - Palestinian Territory 3
SK - Slovacchia (Repubblica Slovacca) 3
XK - ???statistics.table.value.countryCode.XK??? 3
AD - Andorra 2
AM - Armenia 2
BB - Barbados 2
CY - Cipro 2
DM - Dominica 2
Totale 40.237
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Città #
Hong Kong 18.740
Ann Arbor 2.034
Singapore 1.185
Chandler 928
San Jose 890
Ashburn 710
Jacksonville 686
Woodbridge 649
Princeton 647
Wilmington 587
Dallas 428
Houston 322
Council Bluffs 269
Beijing 236
Dublin 231
The Dalles 215
Salerno 206
Lauterbourg 198
Ho Chi Minh City 180
Munich 156
Andover 150
Izmir 146
Moscow 142
Nanjing 142
Hanoi 133
Dong Ket 128
Boardman 108
Los Angeles 92
Pellezzano 91
Rome 90
São Paulo 74
Helsinki 72
Milan 72
New York 70
Changsha 58
Naples 58
Santa Clara 58
Shenyang 47
Fairfield 46
Nanchang 45
Jiaxing 44
Tokyo 44
Fisciano 43
Hebei 42
Dearborn 38
Frankfurt am Main 38
Orem 35
Washington 35
Amsterdam 33
Dhaka 32
London 30
Brooklyn 28
Haiphong 28
Norwalk 28
Nuremberg 27
Tianjin 27
Warsaw 27
Chennai 26
Da Nang 26
Montreal 26
Guangzhou 25
Redwood City 25
Shanghai 25
Xian 25
Pune 24
Stockholm 24
Basingstoke 23
Belo Horizonte 23
Bangkok 22
Chicago 22
Columbus 22
Tashkent 22
Zurich 22
Rio de Janeiro 21
Boston 20
Cambridge 20
Seattle 20
Manchester 19
Porto Alegre 19
Denver 18
Johannesburg 18
Nairobi 17
Phoenix 17
San Francisco 17
Atlanta 15
Falls Church 15
Lappeenranta 15
Mexico City 15
Baghdad 14
Düsseldorf 14
Istanbul 14
San Diego 14
Taichung 14
Amman 13
Brasília 13
Guayaquil 13
Medellín 13
Quito 13
Seoul 13
Shenzhen 13
Totale 32.707
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.232
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.155
Seismic devices for steel storage structures 888
An optimal seismic force pattern for uniform drift distribution 884
Recent development on the seismic devices for steel storage structures 867
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 858
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 812
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 787
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 740
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 726
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 724
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 622
La struttura Tensegrity T-Bar soggetta ad instabilità globaleThe T-Bar tensegrity bar subjected to global instability 616
Design Procedure for Eccentrically Braced Steel Frames 579
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 557
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 534
Seismic design approach for steel K-shaped eccentrically braced frames 533
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 530
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 500
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 481
Shake table testing and numerical modelling of a steel pallet racking structure with a seismic isolation system 439
Globally stable minimal mass compressive tensegrity structures 433
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 420
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 398
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 382
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 348
Influence of design Criteria on the seismic Reliability of X-Braced Frames 347
Seismic Response of MR- Frames with Semi-Rigid Connections 344
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 338
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 305
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 304
Seismic design of chevron braces cupled with MRF fail safe systems 302
Less is more: the reduction of beam section for the seismic behaviour improvement of existing steel MRFs 294
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 280
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 258
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 234
On the use of HSS in seismic-resistant structures 232
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 224
Plastic design of seismic resistant X-braced frames 216
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 215
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 214
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 209
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 199
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 191
On the use of mechanical metamaterials for innovative seismic isolation systems 190
Telai sismo-resistenti innovativi privi di danneggiamento 188
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 188
Plastic design of seismic resistant reinforced concrete frame 188
Influence of design criteria on seismic reliability of X braced frames 179
An innovative conception of bracing members: the reduced section solution 177
Seismic reliability of V-braced frames: Influence of design methodologies 170
Seismic resistant concrete frame failing according to a global mechanism 169
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 164
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 164
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 162
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 160
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 158
Seismic isolation devices based on tensegrity lattices 158
Experimental Analysis of the Cyclic Response of CFT-SHS members 152
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 151
a 150
A general design procedure for failure mechanism control of reinforced concrete frames 150
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 149
Analysis and Modelling of CFT Members: Moment Curvature Analysis 148
Plastic design of MRF-CBF Systems 145
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 144
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 144
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 144
Probabilistic approach for local hierarchy criteria of EB-frames 143
Design of chevron braced frames: different approaches around the world. 143
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 142
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 142
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 141
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 141
Smart and simple design of seismic resistant reinforced concrete frame 139
The Application of TMD to Existing Buildings: the Idea and Future Developments 139
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 137
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 132
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 131
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 130
Adaptive bending-active modules for a tensile solar shading system 130
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 129
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 128
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 128
Failure Mode Control of Seismic Resistant EB-Frames 127
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 127
The use of “Dog-Bone” for the Seismic Improvement of Steel MRFs 126
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 125
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 123
APPLICATION OF A WOODEN DISSIPATIVE PANEL IN NEW BUILDINGS: PARAMETRIC ANALYSIS AND COMPARISON WITH STEEL BRACES 122
Plastic Design of Dissipative Truss Moment Frames 122
Sistemi accoppiati telaio-controventi concentrici: il calcolo a rottura per il controllo del meccanismo di collasso" 122
Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP 122
Innovative structural details in MR-frames for free from damage structures 121
Seismic reliability of chevron braced frames with innovative conception of bracing members 120
Influenza della ipotesi di omoschedasticita’ della dispersione della risposta strutturale nella valutazione dell’affidabilità sismica di controventi concentrici 120
Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading 119
Reinforced concrete columns strengthened with angles and battens subjected to eccentric load 119
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 119
The influence of gravity loads on the seismic design of RBS connections 119
Totale 29.771
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Categoria #
all - tutte 99.272
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 99.272
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021347 0 0 0 0 0 0 0 0 0 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
2025/202626.294 5.532 8.501 5.926 694 1.252 608 1.818 348 525 1.090 0 0
Totale 40.799