UniSa - IRIS Institutional Research Information System

MONTUORI, Rosario
 Distribuzione geografica
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Continente #
AS - Asia 24.361
NA - Nord America 11.957
EU - Europa 5.220
SA - Sud America 1.080
Continente sconosciuto - Info sul continente non disponibili 594
AF - Africa 163
OC - Oceania 17
AN - Antartide 1
Totale 43.393
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Nazione #
HK - Hong Kong 18.840
US - Stati Uniti d'America 11.679
IT - Italia 2.450
SG - Singapore 2.309
CN - Cina 1.347
BR - Brasile 778
VN - Vietnam 668
UA - Ucraina 597
RU - Federazione Russa 517
DE - Germania 377
FR - Francia 244
IE - Irlanda 238
FI - Finlandia 208
TR - Turchia 201
KR - Corea 162
GB - Regno Unito 152
BD - Bangladesh 149
IN - India 146
CA - Canada 117
SE - Svezia 116
AR - Argentina 104
MX - Messico 75
NL - Olanda 72
JP - Giappone 67
IQ - Iraq 56
ID - Indonesia 55
ES - Italia 54
CO - Colombia 50
IR - Iran 47
PK - Pakistan 44
PH - Filippine 42
ZA - Sudafrica 37
EC - Ecuador 34
PL - Polonia 33
VE - Venezuela 31
TH - Thailandia 29
AT - Austria 24
CH - Svizzera 24
MA - Marocco 24
SA - Arabia Saudita 24
UZ - Uzbekistan 24
CL - Cile 23
EG - Egitto 23
CR - Costa Rica 22
MY - Malesia 22
TW - Taiwan 21
KE - Kenya 20
PE - Perù 19
PY - Paraguay 17
JO - Giordania 15
DZ - Algeria 14
JM - Giamaica 14
PT - Portogallo 14
UY - Uruguay 14
AL - Albania 12
LT - Lituania 11
RO - Romania 11
SN - Senegal 11
BE - Belgio 10
HN - Honduras 10
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
AZ - Azerbaigian 6
BH - Bahrain 6
DO - Repubblica Dominicana 6
ET - Etiopia 6
GE - Georgia 6
NI - Nicaragua 6
EU - Europa 5
HR - Croazia 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
KG - Kirghizistan 4
LY - Libia 4
NO - Norvegia 4
PR - Porto Rico 4
SK - Slovacchia (Repubblica Slovacca) 4
AO - Angola 3
BB - Barbados 3
GR - Grecia 3
KH - Cambogia 3
LV - Lettonia 3
MD - Moldavia 3
MM - Myanmar 3
MN - Mongolia 3
PS - Palestinian Territory 3
SV - El Salvador 3
TT - Trinidad e Tobago 3
Totale 42.758
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Città #
Hong Kong 18.786
Ann Arbor 2.035
Singapore 1.221
San Jose 1.019
Chandler 928
Milan 803
Ashburn 758
Jacksonville 687
Woodbridge 649
Princeton 648
Wilmington 587
Dallas 441
Council Bluffs 413
Houston 331
Beijing 298
Rome 248
Dublin 231
The Dalles 218
Salerno 209
Lauterbourg 198
Ho Chi Minh City 180
Munich 156
Andover 150
Izmir 146
Moscow 142
Nanjing 142
Hanoi 133
Dong Ket 128
Santa Clara 125
Los Angeles 110
Boardman 108
Pellezzano 91
New York 82
São Paulo 76
Helsinki 72
Naples 69
Memphis 59
Changsha 58
Tokyo 49
Shenyang 47
Fairfield 46
Nanchang 45
Jiaxing 44
Fisciano 43
Hebei 42
Washington 41
Dearborn 39
Figino 39
Frankfurt am Main 38
Montreal 35
Orem 35
Amsterdam 33
Brooklyn 33
Chicago 32
Dhaka 32
Columbus 30
London 30
Norwalk 29
Haiphong 28
Turin 28
Warsaw 28
Nuremberg 27
Tianjin 27
Chennai 26
Da Nang 26
Mexico City 26
Phoenix 26
Shanghai 26
Guangzhou 25
Redwood City 25
Stockholm 25
Xian 25
Belo Horizonte 24
Pune 24
Basingstoke 23
Denver 23
Seattle 23
Bangkok 22
Boston 22
Tashkent 22
Zurich 22
Rio de Janeiro 21
Cambridge 20
Atlanta 19
Manchester 19
Porto Alegre 19
Johannesburg 18
San Francisco 18
Düsseldorf 17
Nairobi 17
Montoro 16
San Diego 16
San José 16
Seoul 16
Toronto 16
Falls Church 15
Lappeenranta 15
Baghdad 14
Istanbul 14
Taichung 14
Totale 34.390
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.242
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.170
Seismic devices for steel storage structures 894
An optimal seismic force pattern for uniform drift distribution 890
Recent development on the seismic devices for steel storage structures 878
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 872
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 822
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 793
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 752
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 742
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 736
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 631
La struttura Tensegrity T-Bar soggetta ad instabilità globaleThe T-Bar tensegrity bar subjected to global instability 621
Design Procedure for Eccentrically Braced Steel Frames 592
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 574
Seismic design approach for steel K-shaped eccentrically braced frames 551
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 545
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 537
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 504
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 497
Shake table testing and numerical modelling of a steel pallet racking structure with a seismic isolation system 449
Globally stable minimal mass compressive tensegrity structures 435
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 431
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 406
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 392
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 359
Seismic Response of MR- Frames with Semi-Rigid Connections 357
Influence of design Criteria on the seismic Reliability of X-Braced Frames 353
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 351
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 314
Seismic design of chevron braces cupled with MRF fail safe systems 313
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 309
Less is more: the reduction of beam section for the seismic behaviour improvement of existing steel MRFs 297
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 290
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 280
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 270
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 244
On the use of HSS in seismic-resistant structures 243
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 233
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 227
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 225
Plastic design of seismic resistant X-braced frames 224
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 216
On the use of mechanical metamaterials for innovative seismic isolation systems 201
Plastic design of seismic resistant reinforced concrete frame 199
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 197
Telai sismo-resistenti innovativi privi di danneggiamento 196
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 196
Influence of design criteria on seismic reliability of X braced frames 190
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 186
An innovative conception of bracing members: the reduced section solution 183
Seismic reliability of V-braced frames: Influence of design methodologies 183
Seismic resistant concrete frame failing according to a global mechanism 178
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 176
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 176
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 175
Analysis and Modelling of CFT Members: Moment Curvature Analysis 171
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 170
Seismic isolation devices based on tensegrity lattices 166
A general design procedure for failure mechanism control of reinforced concrete frames 165
a 162
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 160
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 160
Experimental Analysis of the Cyclic Response of CFT-SHS members 158
Plastic design of MRF-CBF Systems 158
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 156
Probabilistic approach for local hierarchy criteria of EB-frames 155
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 155
Design of chevron braced frames: different approaches around the world. 153
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 151
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 151
The Application of TMD to Existing Buildings: the Idea and Future Developments 150
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 149
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 148
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 147
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 145
Smart and simple design of seismic resistant reinforced concrete frame 145
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 143
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 143
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 143
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 143
Adaptive bending-active modules for a tensile solar shading system 143
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 142
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 141
The use of “Dog-Bone” for the Seismic Improvement of Steel MRFs 138
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 136
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 134
Innovative structural details in MR-frames for free from damage structures 133
Plastic Design of Moment Resisting Frames with Low Ductility 132
Failure Mode Control of Seismic Resistant EB-Frames 132
Seismic reliability of chevron braced frames with innovative conception of bracing members 131
Seismic reliability of CB- frames: influence of homoskedasticity hypotesis of structural response parameters 131
Sistemi accoppiati telaio-controventi concentrici: il calcolo a rottura per il controllo del meccanismo di collasso" 131
Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP 131
Influence of Gravity Load Resisting System on the Application of Theory of Plastic Mechanism Control for Moment Resisting Frames” 131
Analisi sperimentale di membrature composte del tipo CFT soggette ad azioni cicliche 130
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 130
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 130
About the steel dog-bones in wooden beams 130
Seismic Design of a Perimeter Moment Resisting Frame in DC2 Ductility Class 129
Totale 30.879
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Categoria #
all - tutte 109.949
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 109.949
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.231 0 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
2025/202628.156 5.532 8.501 5.926 694 1.252 608 1.818 348 525 1.241 398 1.313
2026/2027732 397 335 0 0 0 0 0 0 0 0 0 0
Totale 43.393