UniSa - IRIS Institutional Research Information System

MONTUORI, Rosario
 Distribuzione geografica
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Continente #
AS - Asia 24.213
NA - Nord America 11.421
EU - Europa 4.092
SA - Sud America 1.066
AF - Africa 162
OC - Oceania 17
Continente sconosciuto - Info sul continente non disponibili 9
AN - Antartide 1
Totale 40.981
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Nazione #
HK - Hong Kong 18.799
US - Stati Uniti d'America 11.225
SG - Singapore 2.261
IT - Italia 1.339
CN - Cina 1.297
BR - Brasile 769
VN - Vietnam 668
UA - Ucraina 596
RU - Federazione Russa 517
DE - Germania 374
FR - Francia 243
IE - Irlanda 238
FI - Finlandia 208
TR - Turchia 201
KR - Corea 162
GB - Regno Unito 152
IN - India 145
BD - Bangladesh 143
SE - Svezia 115
AR - Argentina 104
CA - Canada 84
NL - Olanda 71
JP - Giappone 66
MX - Messico 66
IQ - Iraq 56
ID - Indonesia 54
ES - Italia 51
CO - Colombia 48
IR - Iran 47
PK - Pakistan 44
PH - Filippine 42
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 22
TW - Taiwan 21
KE - Kenya 20
PE - Perù 19
PY - Paraguay 16
JO - Giordania 15
DZ - Algeria 14
UY - Uruguay 14
CR - Costa Rica 13
AL - Albania 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
BE - Belgio 8
BG - Bulgaria 8
BO - Bolivia 8
AU - Australia 7
AZ - Azerbaigian 6
BH - Bahrain 6
DO - Repubblica Dominicana 6
ET - Etiopia 6
GE - Georgia 6
JM - Giamaica 6
EU - Europa 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
KH - Cambogia 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
Totale 40.942
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Città #
Hong Kong 18.746
Ann Arbor 2.035
Singapore 1.191
San Jose 1.017
Chandler 928
Ashburn 727
Jacksonville 686
Woodbridge 649
Princeton 647
Wilmington 587
Dallas 438
Houston 326
Council Bluffs 271
Beijing 250
Dublin 231
The Dalles 217
Salerno 207
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 105
Rome 95
Pellezzano 91
New York 81
Santa Clara 80
Milan 75
São Paulo 74
Helsinki 72
Naples 59
Changsha 58
Memphis 58
Tokyo 48
Shenyang 47
Fairfield 46
Nanchang 45
Jiaxing 44
Fisciano 43
Hebei 42
Dearborn 39
Washington 39
Frankfurt am Main 38
Orem 35
Amsterdam 33
Dhaka 32
London 30
Brooklyn 29
Chicago 28
Haiphong 28
Norwalk 28
Warsaw 28
Columbus 27
Montreal 27
Nuremberg 27
Tianjin 27
Chennai 26
Da Nang 26
Shanghai 26
Guangzhou 25
Redwood City 25
Xian 25
Pune 24
Stockholm 24
Basingstoke 23
Belo Horizonte 23
Seattle 23
Bangkok 22
Denver 22
Tashkent 22
Zurich 22
Rio de Janeiro 21
Boston 20
Cambridge 20
Manchester 19
Phoenix 19
Porto Alegre 19
Atlanta 18
Johannesburg 18
San Francisco 18
Mexico City 17
Nairobi 17
San Diego 16
Seoul 16
Falls Church 15
Lappeenranta 15
Montoro 15
Toronto 15
Baghdad 14
Düsseldorf 14
Istanbul 14
Taichung 14
Amman 13
Brasília 13
Guayaquil 13
Totale 33.045
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.233
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.159
Seismic devices for steel storage structures 890
An optimal seismic force pattern for uniform drift distribution 887
Recent development on the seismic devices for steel storage structures 872
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 861
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 818
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 788
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 742
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 726
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 726
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 620
Design Procedure for Eccentrically Braced Steel Frames 583
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 563
Seismic design approach for steel K-shaped eccentrically braced frames 538
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 537
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 533
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 485
Shake table testing and numerical modelling of a steel pallet racking structure with a seismic isolation system 441
Globally stable minimal mass compressive tensegrity structures 433
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 421
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 401
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 386
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 348
Seismic Response of MR- Frames with Semi-Rigid Connections 348
Influence of design Criteria on the seismic Reliability of X-Braced Frames 347
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 341
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 307
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 306
Seismic design of chevron braces cupled with MRF fail safe systems 303
Less is more: the reduction of beam section for the seismic behaviour improvement of existing steel MRFs 295
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 281
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 260
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 245
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 235
On the use of HSS in seismic-resistant structures 233
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 226
Plastic design of seismic resistant X-braced frames 218
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 218
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 215
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 201
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 192
Plastic design of seismic resistant reinforced concrete frame 191
On the use of mechanical metamaterials for innovative seismic isolation systems 191
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 189
Telai sismo-resistenti innovativi privi di danneggiamento 188
Influence of design criteria on seismic reliability of X braced frames 184
An innovative conception of bracing members: the reduced section solution 177
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 174
Seismic reliability of V-braced frames: Influence of design methodologies 173
Seismic resistant concrete frame failing according to a global mechanism 171
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 167
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 165
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 161
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 160
Seismic isolation devices based on tensegrity lattices 159
A general design procedure for failure mechanism control of reinforced concrete frames 155
Experimental Analysis of the Cyclic Response of CFT-SHS members 154
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 153
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 153
a 153
Analysis and Modelling of CFT Members: Moment Curvature Analysis 152
Plastic design of MRF-CBF Systems 148
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 148
Probabilistic approach for local hierarchy criteria of EB-frames 147
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 147
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 146
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 144
Design of chevron braced frames: different approaches around the world. 144
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
The Application of TMD to Existing Buildings: the Idea and Future Developments 142
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 141
Smart and simple design of seismic resistant reinforced concrete frame 141
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 139
Adaptive bending-active modules for a tensile solar shading system 139
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 134
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 133
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 132
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 130
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 130
The use of “Dog-Bone” for the Seismic Improvement of Steel MRFs 130
Failure Mode Control of Seismic Resistant EB-Frames 129
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 129
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 127
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 127
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 126
Innovative structural details in MR-frames for free from damage structures 126
APPLICATION OF A WOODEN DISSIPATIVE PANEL IN NEW BUILDINGS: PARAMETRIC ANALYSIS AND COMPARISON WITH STEEL BRACES 125
Reinforced concrete columns strengthened with angles and battens subjected to eccentric load 124
Plastic Design of Dissipative Truss Moment Frames 124
Sistemi accoppiati telaio-controventi concentrici: il calcolo a rottura per il controllo del meccanismo di collasso" 124
Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP 124
About the steel dog-bones in wooden beams 123
Seismic reliability of chevron braced frames with innovative conception of bracing members 122
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 122
Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading 121
Influence of Gravity Load Resisting System on the Application of Theory of Plastic Mechanism Control for Moment Resisting Frames” 121
Totale 30.047
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Categoria #
all - tutte 103.334
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 103.334
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021203 0 0 0 0 0 0 0 0 0 0 0 203
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
2025/202627.003 5.532 8.501 5.926 694 1.252 608 1.818 348 525 1.241 398 160
Totale 41.508