UniSa - IRIS Institutional Research Information System

MONTUORI, Rosario
 Distribuzione geografica
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Continente #
AS - Asia 21.280
NA - Nord America 8.754
EU - Europa 3.367
SA - Sud America 587
AF - Africa 48
OC - Oceania 16
Continente sconosciuto - Info sul continente non disponibili 8
AN - Antartide 1
Totale 34.061
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Nazione #
HK - Hong Kong 18.724
US - Stati Uniti d'America 8.674
IT - Italia 1.104
CN - Cina 962
SG - Singapore 767
UA - Ucraina 588
RU - Federazione Russa 504
BR - Brasile 493
DE - Germania 333
IE - Irlanda 232
VN - Vietnam 195
FI - Finlandia 191
TR - Turchia 174
KR - Corea 137
SE - Svezia 99
GB - Regno Unito 72
NL - Olanda 57
IN - India 54
IR - Iran 42
CA - Canada 38
BD - Bangladesh 33
ES - Italia 33
MX - Messico 27
ID - Indonesia 26
TH - Thailandia 26
FR - Francia 25
AR - Argentina 23
AT - Austria 23
JP - Giappone 23
PL - Polonia 22
CO - Colombia 19
TW - Taiwan 18
PK - Pakistan 17
PH - Filippine 16
IQ - Iraq 14
EC - Ecuador 12
PE - Perù 12
RO - Romania 11
ZA - Sudafrica 11
EG - Egitto 10
PT - Portogallo 10
NZ - Nuova Zelanda 9
UY - Uruguay 9
AL - Albania 7
BG - Bulgaria 7
LT - Lituania 7
UZ - Uzbekistan 7
AU - Australia 6
BE - Belgio 6
CH - Svizzera 6
CL - Cile 6
MA - Marocco 6
SA - Arabia Saudita 6
VE - Venezuela 6
EU - Europa 5
IL - Israele 5
PY - Paraguay 5
CZ - Repubblica Ceca 4
DZ - Algeria 4
GE - Georgia 4
JO - Giordania 4
NO - Norvegia 4
RS - Serbia 4
SN - Senegal 4
HN - Honduras 3
KE - Kenya 3
KZ - Kazakistan 3
MY - Malesia 3
XK - ???statistics.table.value.countryCode.XK??? 3
AD - Andorra 2
AZ - Azerbaigian 2
BB - Barbados 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
MM - Myanmar 2
MT - Malta 2
NP - Nepal 2
TN - Tunisia 2
AE - Emirati Arabi Uniti 1
AF - Afghanistan, Repubblica islamica di 1
AM - Armenia 1
AO - Angola 1
AQ - Antartide 1
BH - Bahrain 1
BO - Bolivia 1
BW - Botswana 1
BY - Bielorussia 1
CM - Camerun 1
CR - Costa Rica 1
DO - Repubblica Dominicana 1
EE - Estonia 1
GA - Gabon 1
GF - Guiana Francese 1
HU - Ungheria 1
Totale 34.043
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Città #
Hong Kong 18.677
Ann Arbor 2.034
Chandler 928
Jacksonville 685
Woodbridge 649
Princeton 647
Wilmington 587
Ashburn 432
Dallas 424
Singapore 380
Houston 315
Dublin 226
Salerno 206
Beijing 174
Munich 156
Andover 149
Izmir 144
Moscow 142
Nanjing 142
Dong Ket 128
Boardman 108
Pellezzano 91
Changsha 58
Milan 58
Helsinki 57
Los Angeles 55
Rome 53
Naples 48
Shenyang 47
São Paulo 47
Fairfield 46
Nanchang 45
Jiaxing 44
Hebei 42
Dearborn 38
Fisciano 36
Washington 35
The Dalles 31
Ho Chi Minh City 29
Santa Clara 29
Norwalk 28
Tianjin 27
Amsterdam 26
New York 26
Redwood City 25
Xian 25
Council Bluffs 24
Nuremberg 23
Columbus 21
Pune 21
Bangkok 20
Brooklyn 20
Belo Horizonte 19
Cambridge 19
Warsaw 18
Guangzhou 17
London 17
San Francisco 17
Seattle 17
Shanghai 17
Falls Church 15
Rio de Janeiro 15
Boston 14
Dhaka 14
Lappeenranta 14
Taichung 14
Düsseldorf 13
Hanoi 13
San Diego 13
Seoul 13
Central 11
Phoenix 11
San Jose 11
Shenzhen 11
Stockholm 11
Vienna 11
Chicago 10
Fuzhou 10
Menlo Park 10
Porto Alegre 10
Tokyo 10
Turku 10
Brasília 9
Grottammare 9
Istanbul 9
Montreal 9
Salvador 9
Frankfurt am Main 8
Jinan 8
Lima 8
Mercato San Severino 8
Mexico City 8
Montevideo 8
Palermo 8
Rasht 8
Springfield 8
Toronto 8
Yuncheng 8
Manchester 7
Palomonte 7
Totale 29.060
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Nome #
Ultimate resistance and rotation capacity of low yielding high hardening aluminium alloy beams under non-uniform bending 1.210
Studio Preliminare di un Edificio Pilota in Acciaio Sismo-Resiliente Dotato di Connessioni a Basso Danneggiamento 1.123
Seismic devices for steel storage structures 862
An optimal seismic force pattern for uniform drift distribution 847
Recent development on the seismic devices for steel storage structures 835
Probabilistic design procedure for steel moment resisting frames equipped with FREEDAM connections 825
Experimental and FE Simulation of the Flexural Cyclic Behaviour of a Set of Concrete Filled Steel Tubes 791
Design and seismic assessment of MRFS and dual CBFS equipped with friction dampers 764
A simplified approach for the estimation of seismic vulnerability of steel moment resisting frames 694
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study 692
Affidabilità sismica di controventi con RSS (Reduced Section Solution) 681
Ultimate behaviour of high-yielding low-hardening aluminium alloy I-beams 600
La struttura Tensegrity T-Bar soggetta ad instabilità globaleThe T-Bar tensegrity bar subjected to global instability 586
Design Procedure for Eccentrically Braced Steel Frames 544
Influence of the seismic shear proportioning factor on steel MRFs seismic performances 532
Affidabilità sismica dei controventi concentrici a V: influenza del criterio di progetto 508
Parametric Finite Element Study on FREEDAM Beam to Column Joints with Different Details of the Haunch Slotted Holes 507
Seismic design approach for steel K-shaped eccentrically braced frames 495
Validation of a Design Procedure for Failure Mode Control of MRF-CBF Dual Systems by means of IDA Analyses 487
Finite element analysis of concrete filled steel tubes subjected to cyclic bending 448
Shake table testing and numerical modelling of a steel pallet racking structure with a seismic isolation system 416
Globally stable minimal mass compressive tensegrity structures 410
Influence of Homoschedasticity Hypothesis of Structural Response Parameters on Seismic Reliability of CB-Frames 388
Dimensionamento Sísmico de Estruturas Metálicas com Ligações Livres de Dano FREEDAM 351
Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System 350
Theory of Plastic Mechanism Control of Dissipative Truss Moment Frames 330
Influence of design Criteria on the seismic Reliability of X-Braced Frames 321
Seismic Response of MR- Frames with Semi-Rigid Connections 319
Seismic design of chevron braces cupled with MRF fail safe systems 282
Influence of the Cyclic Behaviour Of Beam-to-Column Connection on the Seismic Response of Regular Steel Frames 281
A critical review of plastic design approaches for failure mode control of steel moment resisting frames 276
Less is more: the reduction of beam section for the seismic behaviour improvement of existing steel MRFs 270
A GLANCE AT OPTIMAL CONFIGURATIONS OF LARGE MASS TUNED MASS DAMPERS IN SOIL-STRUCTURE SYSTEMS 269
Progettazione sismica di strutture con controventi ad instabilità impedita - Seismic design of buckling restrained frames 259
ULTIMATE BEHAVIOUR OF STEEL-CONCRETE COMPOSITE BRIDGE PIERS 230
On the use of HSS in seismic-resistant structures 214
The strategy of plastic mechanism control for a rational use of high strength steel in MR-frames 214
Plastic design of seismic resistant X-braced frames 198
Seismic Reliability of Traditional and Innovative Concentrically Braced Frames 198
Comparison Between Different Strategies for Drift Limitation of Mrf-Cbf Dual Systems Designed for Failure Mode Control 195
Analisi e risposta sismica di sistemi accoppiati telaio– controvento concentrico: confronto tra differenti soluzioni di progetto 183
Ultimate behaviour of aluminium alloy I-beams: New experimental tests and European codification 176
On the use of mechanical metamaterials for innovative seismic isolation systems 172
Telai sismo-resistenti innovativi privi di danneggiamento 168
CONTROVENTI INNOVATIVI DEL TIPO RSS: REGOLE DI PROGETTO ED AFFIDABILITA' SISMICA 161
An innovative conception of bracing members: the reduced section solution 158
Influence of design criteria on seismic reliability of X braced frames 156
Seismic reliability of V-braced frames: Influence of design methodologies 151
Advances in theory of plastic mechanism control: closed form solution for MR-Frames 147
Influence of connection typology on seismic response of MR-Frames with and without ‘set-backs’ 145
Seismic resistant concrete frame failing according to a global mechanism 137
Failure Mode Control and Seismic Response of Dissipative Truss Moment Frames 132
Nuovi progressi nella teoria del controllo del meccanismo plastico: soluzione in forma chiusa 130
Plastic design of seismic resistant reinforced concrete frame 130
Seismic isolation devices based on tensegrity lattices 128
Experimental Analysis of the Cyclic Response of CFT-SHS members 127
ANALISI SPERIMENTALE DELL'EFFICACIA DI INTERVENTO DI RINFORZO DI PILASTRI IN C.A. CON ANGOLARI E CALASTRELLI 127
Probabilistic approach for local hierarchy criteria of EB-frames 126
Failure Mode Control and Displacement Based Design of Dissipative Truss Moment Frames: Seismic Performance Evaluation 125
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 124
Analysis and Modelling of CFT Members: Moment Curvature Analysis 123
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 122
Numerical Model of the Ultimate Behaviour of SHS-CFT columns 118
Plastic design of MRF-CBF Systems 118
Seismic Response of EBFs: Split K-Scheme vs Inverted Y-Scheme 118
Problems of modeling for the analysis of the seismic vulnerability of existing buildings 117
Seismic Design of MRF-EBF Dual Systems with Vertical Links: EC8 vs Plastic Design 116
Design of chevron braced frames: different approaches around the world. 115
a 115
Preliminary Analysis on the Influence of the Link Configuration on Seismic Performances of Mrf-Ebf Dual Systems Designed by TPMC 114
“Analisi della capacità portante di colonne in cemento armato rinforzate mediante angolari e calastrelli” 113
The Application of TMD to Existing Buildings: the Idea and Future Developments 112
A general design procedure for failure mechanism control of reinforced concrete frames 112
Critical discussion of DC2 design rules for MR-Frames in the framework of the prEN1998 draft 110
A Critical Review of Plastic Design Approaches for Failure Mode Control for MRFs 110
Moment frames – concentrically braced frames dual systems: analysis of different design criteria 109
FAILURE MODE CONTROL OF MRF-CBF DUAL SYSTEMS 108
Smart and simple design of seismic resistant reinforced concrete frame 108
Sistemi accoppiati telaio-controventi concentrici: il calcolo a rottura per il controllo del meccanismo di collasso" 107
Influence of Connection Typology on the Seismic Behaviour of MR-Frames 107
Theory of Plastic Mechanism Control for MRF-EBF dual systems: Closed form solution 106
Plastic Design of Dissipative Truss Moment Frames 104
Comparative analysis and critical issues of the main constitutive laws for concrete elements confined with FRP 104
Reinforced concrete columns strengthened with angles and battens subjected to eccentric load 103
Seismic reliability of chevron braced frames with innovative conception of bracing members 102
Failure Mode Control Of Dissipative Truss Moment Frames 101
Innovative structural details in MR-frames for free from damage structures 101
“Analisi teorico - sperimentale della capacità portante di colonne in c.a. pressoinflesse rinforzate con angolari e calastrelli” 100
PLASTIC DESIGN OF CB-FRAMES WITH REDUCED SECTION SOLUTION FOR BRACING MEMBERS 100
Ultimate Behaviour of CFT Members under non Uniform Bending:Experimental results and Numerical Modeling" 100
THEORY OF PLASTIC MECHANISM CONTROL FOR DUAL MRF-CBF SYSTEMS WITH CHEVRON BRACINGS 100
Modelling of floor joists contribution to the lateral stiffness of RC buildings designed for gravity loads 100
The use of “Dog-Bone” for the Seismic Improvement of Steel MRFs 100
Affidabilità sismica di controventi concentrici con sezioni a resistenza ridotta 99
Seismic reliability of CB- frames: influence of homoskedasticity hypotesis of structural response parameters 98
Seismic response of EB-frames with inverted Y-scheme: TPMC versus eurocode provisions 98
Influence of Gravity Load Resisting System on the Application of Theory of Plastic Mechanism Control for Moment Resisting Frames” 97
“Seismic reliability of V-braced frames influence of different design approaches” 96
C3 Building of Salerno University Campus: The First Building with FREEDAM Technology 95
Failure Mode Control of Seismic Resistant EB-Frames 95
Totale 26.976
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Categoria #
all - tutte 85.489
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 85.489
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.012 0 0 0 53 140 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
2025/202620.079 5.532 8.501 5.926 120 0 0 0 0 0 0 0 0
Totale 34.584