UniSa - IRIS Institutional Research Information System

MONTUORI, Rosario
 Distribuzione geografica
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Continente #
AS - Asia 24.374
NA - Nord America 13.679
EU - Europa 5.266
SA - Sud America 1.193
Continente sconosciuto - Info sul continente non disponibili 594
AF - Africa 163
OC - Oceania 18
AN - Antartide 1
Totale 45.288
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Nazione #
HK - Hong Kong 18.843
US - Stati Uniti d'America 13.324
IT - Italia 2.479
SG - Singapore 2.313
CN - Cina 1.351
BR - Brasile 888
VN - Vietnam 668
UA - Ucraina 597
RU - Federazione Russa 518
DE - Germania 377
FR - Francia 246
IE - Irlanda 239
FI - Finlandia 208
TR - Turchia 201
CA - Canada 181
KR - Corea 162
GB - Regno Unito 161
BD - Bangladesh 149
IN - India 146
SE - Svezia 116
AR - Argentina 105
MX - Messico 75
NL - Olanda 73
JP - Giappone 69
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 35
PL - Polonia 33
VE - Venezuela 32
TH - Thailandia 29
AT - Austria 24
CH - Svizzera 24
MA - Marocco 24
SA - Arabia Saudita 24
UZ - Uzbekistan 24
CL - Cile 23
CR - Costa Rica 23
EG - Egitto 23
MY - Malesia 22
TW - Taiwan 21
KE - Kenya 20
PE - Perù 19
JM - Giamaica 18
PY - Paraguay 17
JO - Giordania 15
DZ - Algeria 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
AU - Australia 8
BG - Bulgaria 8
BO - Bolivia 8
NI - Nicaragua 7
AZ - Azerbaigian 6
BH - Bahrain 6
DO - Repubblica Dominicana 6
ET - Etiopia 6
GE - Georgia 6
PR - Porto Rico 6
EU - Europa 5
HR - Croazia 5
LB - Libano 5
OM - Oman 5
PA - Panama 5
RS - Serbia 5
SY - Repubblica araba siriana 5
TT - Trinidad e Tobago 5
BB - Barbados 4
BY - Bielorussia 4
CZ - Repubblica Ceca 4
KG - Kirghizistan 4
LY - Libia 4
NO - Norvegia 4
SK - Slovacchia (Repubblica Slovacca) 4
AO - Angola 3
EE - Estonia 3
GR - Grecia 3
KH - Cambogia 3
LV - Lettonia 3
MD - Moldavia 3
MM - Myanmar 3
MN - Mongolia 3
PS - Palestinian Territory 3
Totale 44.648
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Città #
Hong Kong 18.788
Ann Arbor 2.035
San Jose 1.324
Ashburn 1.287
Singapore 1.222
Chandler 928
Milan 809
Jacksonville 689
Woodbridge 649
Princeton 648
Wilmington 588
Council Bluffs 520
Dallas 457
Houston 336
Beijing 300
Rome 251
Dublin 232
The Dalles 218
Salerno 209
Lauterbourg 198
São Paulo 181
Ho Chi Minh City 180
Munich 156
Andover 150
Santa Clara 147
Izmir 146
New York 144
Moscow 142
Nanjing 142
Hanoi 133
Dong Ket 128
Los Angeles 115
Boardman 108
Pellezzano 91
Helsinki 72
Toronto 71
Naples 69
Memphis 61
Changsha 58
Tokyo 51
Chicago 47
Fairfield 47
Shenyang 47
Nanchang 45
Jiaxing 44
Washington 44
Fisciano 43
Brooklyn 42
Hebei 42
Dearborn 40
Figino 40
Frankfurt am Main 38
Montreal 37
Orem 35
Amsterdam 34
Denver 33
Phoenix 33
Dhaka 32
Columbus 31
London 30
Norwalk 29
Turin 29
Haiphong 28
Warsaw 28
Nuremberg 27
Tianjin 27
Atlanta 26
Chennai 26
Da Nang 26
Mexico City 26
Shanghai 26
Guangzhou 25
Redwood City 25
Stockholm 25
Xian 25
Belo Horizonte 24
Pune 24
Basingstoke 23
Seattle 23
Bangkok 22
Boston 22
Tashkent 22
Zurich 22
Rio de Janeiro 21
Cambridge 20
Manchester 19
Porto Alegre 19
Johannesburg 18
San Diego 18
San Francisco 18
Düsseldorf 17
Nairobi 17
Philadelphia 17
Brasília 16
Charlotte 16
Montoro 16
San José 16
Seoul 16
Falls Church 15
Lappeenranta 15
Totale 35.691
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.246
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.172
Seismic devices for steel storage structures 898
An optimal seismic force pattern for uniform drift distribution 895
Recent development on the seismic devices for steel storage structures 883
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 877
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 826
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 796
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 756
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 745
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 738
La struttura Tensegrity T-Bar soggetta ad instabilità globaleThe T-Bar tensegrity bar subjected to global instability 635
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 634
Design Procedure for Eccentrically Braced Steel Frames 596
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 581
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 563
Seismic design approach for steel K-shaped eccentrically braced frames 554
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 542
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 506
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 500
Shake table testing and numerical modelling of a steel pallet racking structure with a seismic isolation system 456
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 443
Globally stable minimal mass compressive tensegrity structures 440
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 412
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 395
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 371
Seismic Response of MR- Frames with Semi-Rigid Connections 368
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 367
Influence of design Criteria on the seismic Reliability of X-Braced Frames 357
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 319
Seismic design of chevron braces cupled with MRF fail safe systems 316
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 313
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 313
Less is more: the reduction of beam section for the seismic behaviour improvement of existing steel MRFs 300
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 288
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 287
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 246
On the use of HSS in seismic-resistant structures 246
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 246
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 239
Plastic design of seismic resistant X-braced frames 228
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 228
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 218
Telai sismo-resistenti innovativi privi di danneggiamento 208
Plastic design of seismic resistant reinforced concrete frame 204
On the use of mechanical metamaterials for innovative seismic isolation systems 204
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 200
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 200
An innovative conception of bracing members: the reduced section solution 199
Influence of design criteria on seismic reliability of X braced frames 194
Seismic resistant concrete frame failing according to a global mechanism 189
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 188
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 187
Seismic reliability of V-braced frames: Influence of design methodologies 186
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 183
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 181
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 180
Analysis and Modelling of CFT Members: Moment Curvature Analysis 179
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 177
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 173
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 172
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 171
A general design procedure for failure mechanism control of reinforced concrete frames 170
Seismic isolation devices based on tensegrity lattices 169
a 167
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 165
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 165
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 164
Experimental Analysis of the Cyclic Response of CFT-SHS members 162
Plastic design of MRF-CBF Systems 162
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 159
Probabilistic approach for local hierarchy criteria of EB-frames 158
Design of chevron braced frames: different approaches around the world. 157
About the steel dog-bones in wooden beams 155
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 154
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 154
The Application of TMD to Existing Buildings: the Idea and Future Developments 154
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 153
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 152
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 152
Smart and simple design of seismic resistant reinforced concrete frame 149
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 148
Analisi sperimentale di membrature composte del tipo CFT soggette ad azioni cicliche 148
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 148
Progressi nella teoria del controllo del meccanismo plastico:soluzione in forma chiusa per telai sismo resistenti 148
Seismic reliability of CB- frames: influence of homoskedasticity hypotesis of structural response parameters 147
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 147
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 147
Adaptive bending-active modules for a tensile solar shading system 147
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 145
THEORY OF PLASTIC MECHANISM CONTROL FOR DUAL MRF-CBF SYSTEMS WITH CHEVRON BRACINGS 145
“Seismic reliability of V-braced frames influence of different design approaches” 144
The use of “Dog-Bone” for the Seismic Improvement of Steel MRFs 142
Seismic Design of Frame Equipped with FREEDAM Connections 141
Plastic Design of Moment Resisting Frames with Low Ductility 140
Failure Mode Control of Seismic Resistant EB-Frames 140
Experimental Analysis on a Set of Four CFT Subjected to Monotonic and Cyclic Loading 139
Progettazione a Collasso Controllato di Sistemi Accoppiati Telaio-Controvento Concentrico 137
Theory of plastic mechanism control for the seismic design of braced frames equipped with friction dampers 137
Influence of Gravity Load Resisting System on the Application of Theory of Plastic Mechanism Control for Moment Resisting Frames” 137
Totale 31.662
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Categoria #
all - tutte 115.658
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 115.658
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.214 0 0 0 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
2026/20272.627 397 366 863 1.001 0 0 0 0 0 0 0 0
Totale 45.288