IRIS
PECCE, Maria Rosaria
 Distribuzione geografica
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Continente #
NA - Nord America 9.160
AS - Asia 5.004
EU - Europa 3.987
SA - Sud America 924
AF - Africa 222
Continente sconosciuto - Info sul continente non disponibili 40
OC - Oceania 23
Totale 19.360
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Nazione #
US - Stati Uniti d'America 8.621
CN - Cina 1.942
SG - Singapore 1.862
UA - Ucraina 1.524
BR - Brasile 736
IT - Italia 682
DE - Germania 593
CA - Canada 438
FR - Francia 351
SE - Svezia 292
KR - Corea 256
HK - Hong Kong 182
IN - India 150
GB - Regno Unito 137
VN - Vietnam 118
CI - Costa d'Avorio 107
TR - Turchia 107
FI - Finlandia 77
BD - Bangladesh 68
MX - Messico 64
RU - Federazione Russa 63
AR - Argentina 57
IQ - Iraq 48
NL - Olanda 47
ZA - Sudafrica 39
EU - Europa 38
BE - Belgio 33
PK - Pakistan 32
ES - Italia 31
PL - Polonia 31
CO - Colombia 30
IR - Iran 27
PE - Perù 24
ID - Indonesia 22
CZ - Repubblica Ceca 21
MA - Marocco 21
PH - Filippine 21
EC - Ecuador 19
SA - Arabia Saudita 18
VE - Venezuela 18
GR - Grecia 17
JP - Giappone 17
UZ - Uzbekistan 17
CL - Cile 16
LT - Lituania 16
MY - Malesia 15
TN - Tunisia 15
JO - Giordania 14
AU - Australia 12
AE - Emirati Arabi Uniti 11
NP - Nepal 11
RO - Romania 11
CH - Svizzera 10
KW - Kuwait 10
PY - Paraguay 10
KE - Kenya 9
AT - Austria 8
BO - Bolivia 8
EG - Egitto 8
LB - Libano 8
CR - Costa Rica 7
NZ - Nuova Zelanda 7
AL - Albania 6
DO - Repubblica Dominicana 6
DZ - Algeria 6
HR - Croazia 6
JM - Giamaica 6
RS - Serbia 6
UY - Uruguay 6
AZ - Azerbaigian 5
OM - Oman 5
TW - Taiwan 5
BY - Bielorussia 4
CY - Cipro 4
IE - Irlanda 4
LY - Libia 4
PT - Portogallo 4
TH - Thailandia 4
ET - Etiopia 3
HN - Honduras 3
KH - Cambogia 3
NO - Norvegia 3
PA - Panama 3
PS - Palestinian Territory 3
QA - Qatar 3
SN - Senegal 3
SY - Repubblica araba siriana 3
TT - Trinidad e Tobago 3
BB - Barbados 2
BG - Bulgaria 2
DK - Danimarca 2
GD - Grenada 2
GE - Georgia 2
IL - Israele 2
KZ - Kazakistan 2
LC - Santa Lucia 2
LU - Lussemburgo 2
MN - Mongolia 2
MU - Mauritius 2
TO - Tonga 2
Totale 19.339
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Città #
Jacksonville 1.047
Chandler 1.036
San Jose 820
Dallas 726
Ashburn 724
The Dalles 682
Singapore 637
Toronto 382
Boardman 337
Nanjing 303
Seoul 243
Princeton 209
Wilmington 195
Hong Kong 169
Beijing 157
Shenyang 119
Los Angeles 117
Ogden 111
Ann Arbor 109
Abidjan 107
Jiaxing 87
Helsinki 76
Guangzhou 74
Falkenstein 73
Hebei 73
Nanchang 73
Changsha 72
Tianjin 72
Shanghai 71
São Paulo 59
Frankfurt am Main 57
Zhengzhou 51
Istanbul 49
Santa Clara 49
Dearborn 46
London 45
New York 44
Chicago 43
Columbus 42
Munich 40
Bremen 38
Chennai 38
Ho Chi Minh City 38
Jinan 38
Mexico City 37
Naples 37
Ningbo 37
Redwood City 36
Rome 35
Brooklyn 29
Brussels 29
Orem 29
Hanoi 28
Milan 28
San Francisco 27
Council Bluffs 26
Seattle 26
Warsaw 24
Norwalk 23
Montreal 22
Amsterdam 21
Johannesburg 20
Hangzhou 19
Shenzhen 19
Taizhou 19
Brno 18
Napoli 18
Wuhan 18
Boston 17
Leawood 17
Pune 16
Rio de Janeiro 16
San Mateo 16
Atlanta 15
Erbil 15
Assago 14
Barcelona 14
Belo Horizonte 14
Dhaka 14
Mumbai 14
Stockholm 14
Baghdad 13
Meppel 13
New Delhi 13
Ottawa 13
Phoenix 13
Tashkent 13
Charlotte 12
Brasília 11
Hillsboro 11
Redmond 11
Tokyo 11
Washington 11
Amman 10
Campinas 10
Chengdu 10
Manchester 10
Palermo 10
Ankara 9
Ariano Irpino 9
Totale 10.612
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Nome #
Damage Identification in PC Bridges by Operational Modal Analyses 200
Soil structure interaction on the dynamic behavior of two historic masonry structures 166
A Magnetostrictive Energy Harvesting System for Bridge Structural Health Monitoring 159
Strutture in cemento armato – basi della progettazione 157
Progetto Antisismico di Edifici in Cemento Armato 157
Assessment of performance of steel and GFRP bars as injected anchors in masonry walls 154
DURABILITY OF LIGHTWEIGHT CONCRETES CONTAINING EXPANDED POLYSTYRENE 153
L'interazione terreno-struttura sotto azione sismica: il caso di studio del Campanile del Carmine a Napoli 145
ASSESSMENT OF SEISMIC VULNERABILITY OF A HISTORICAL MASONRY BUILDING 138
Influence of SSI on the Stiffness of Bridge Systems Founded on Caissons 130
Alcune osservazioni sulla modellazione normativa del legame costitutivo per il calcestruzzo ad alta resistenza 129
Analysis of seismic soil – structure interaction for a high monumental tower in Naples (Italy) under a historical earthquake 127
A Probabilistic Assessment of Deflections in FRP RC Beams 125
Application of DInSAR Technique to High Coherence Satellite Images for Strategic Infrastructure Monitoring 125
Assessment of mechanical and thermal properties of hemp-lime mortar 123
Modelling of Tension Stiffening behaviour of RC ties strengthened with FRP sheets - ASCE Journal of Composites for Constructions, Vol.8, No.6, November-December 2004 122
Soil-structure interaction: The case study of a masonry tower 122
Assessment of nonlinear bond laws for near-surface-mounted systems in concrete elements 120
Compressive and thermal properties of recycled EPS foams 118
SSI on the dynamic behavior of a historical masonry building: experimental vs. numerical results 118
CARATTERIZZAZIONE DELL’ADERENZA TRA CALCESTRUZZO CON EPS E BARRE IN ACCIAIO ZINCATO, 116
Design for SLS according to fib Model Code 2010 115
Assessment of an Historical Masonry Bell Tower by Modal Testing 114
A Rapid Visual Screening Procedure to Evaluate Seismic Risk of Non-structural Elements in Critical Facilities 114
Effects of soil-foundation interaction on the seismic behavior of monumental towers: the case study of the Carmine Bell Tower in Naples 114
ANALISI DELLA VULNERABILITÀ SISMICA DI EDIFICI IN MURATURA IN BENEVENTO CON METODI SEMPLIFICATI 114
Dynamic monitoring of guardrails: Approach to a low-cost system 114
Caratterizzazione della resistenza di polistirolo di riciclo 113
Ambient vibration test on an existing prestressed concrete bridge 111
Historical buildings: Multidisciplinary approach to structural/energy diagnosis and performance assessment 111
Assessment of the in-plane deformability of RC floors with traditional and innovative lightening elements in RC framed and wall structures 111
Pull-out tests on injected anchors in tuff masonry elements 111
A Novel Contribution for Resilient Buildings. Theoretical Fragility Curves: Interaction between Energy and Structural Behavior for Reinforced Concrete Buildings 110
Efficiency of CFRP NSM strips and EBR plates for flexural strengthening of RC beams and influence of the loading pattern 110
Behaviour of RC buildings with large lightly reinforced walls along the perimeter 110
A formulation of plastic hinge length in R.C. columns 110
Development of low cost sensors for monitoring of structures 108
Seismic vulnerability assessment of historic towns, the case of Benevento in Italy 107
Performance of RC Shallow Beams Externally Bonded with Steel Reinforced Polymer 107
Numerical simulation of ambient vibration tests: A case study 107
Analysis of the behaviour of concrete beams with FRP laminates 106
Soil-structure interaction on the dynamic response of bridge piers 105
Design by testing of debonding load in RC elements strengthened with EBR FRP materials 104
Flexural behaviour of concrete beams reinforced with Fiber Reinforced Plastic (FRP) bars 104
A refined RC beam element including bond-slip relationship for the analysis of continuous beams 104
Structural performance of composite steel and concrete base column connections 103
Rapid visual screening for seismic evaluation of RC hospital buildings 101
Multi-criteria methodology to support decision making concerning opaque envelope components 101
Assessment of a bond strength model for FRP reinforcement externally bonded over masonry blocks 100
Experimental and theoretical behaviour of R.C. beams with FRP rebars 99
Bond tests on lightweight EPS concrete elements with zinc coated steel bars 98
Toward the investigation of the interface behaviour between tuff masonry and FRP fabrics 96
ANCHORAGE SYSTEMS OF FRP EBR FOR STRENGTHENING OF RC ELEMENTS 96
In-plane deformability of RC floors: assessment of the main parameters and influence on dynamic behaviour 96
Multi-criteria analysis for sustainable buildings 95
Efficiency of CFRP NSM strips and EBR laminates for flexural strengthening of RC beams 94
Le colonne composte acciaio-calcestruzzo:analisi sperimentali, modelli di calcolo, indicazioni 93
Steel–concrete bond behaviour of lightweight concrete with expanded polystyrene (EPS) 93
Bond of NSM FRP strengthened concrete: Round Robin Test initiative 93
Strength and ductility of RC beams strengthened with FRP sheets under monotonic and cyclic loads 93
Behavior in service of RC beams reinforced with FRP bars 92
DURABILITY ISSUES OF FRP REBARS IN REINFORCED CONCRETE MEMBERS 91
“Non-linear behavior of steel-concrete composite MRF 91
Experimental Behaviour of RC Beams Strengthened by FRP Sheets 91
Influenza del sottosuolo sul campanile del Carmine a Napoli 91
Bond behavior of FRP carbon plates externally bonded over steel and concrete elements: Experimental outcomes and numerical investigations 90
Historical, architectonic and structural investigations of the Bell Tower of Santa Maria del Carmine 90
ANALISI NON LINEARE DI UNA STRUTTURA MRF COMPOSTA ACCIAIO-CALCESTRUZZO 90
L’uso dei Compositi nelle Strutture in Cemento Armato 89
Valutazioni di vulnerabilità a scala territoriale: modelli e applicazioni a casi reali di edifici in muratura, 89
“Fiber Bragg Grating Sensors for Breaking Tests in Reinforced Concrete Structures Strengthened with Embedded Composite Bars” 89
Use of static and dynamic test results for model updating of a steel-concrete composite bridge 88
Bond efficiency of RBR and NSM FRP systems for strengthening of concrete members 88
NUMERICAL MODEL OF A BASE CONNECTION FOR PARTIALLY ENCASED COLUMNS 88
Tension stiffening of RC Ties Strengthened with externally bonded FRP Sheets 87
Response Prediction of RC Beams Externally Bonded with Steel Reinforced Polymers 87
Impiego strutturale dei calcestruzzi termicamente isolanti 87
Finite Element Modelling of Masonry Panels Reinforced with FRP Grids, 87
Numerical model of a base connection for a composite partially encased column 87
Seismic nonstructural vulnerability assessment in school buildings 86
Effetto del terreno di fondazione sul comportamento dinamico di edifici in c.a. e muratura 86
Damage assessment of an existing RC infilled structure by numerical simulation of the dynamic response 86
Non-linear behaviour of composite beams under negative bending: an experimental-theoretical comparison 85
Cyclic degradation in Reinforced Concrete Elements 85
Out-of-plane structural identification of a masonry infill wall inside beam-column RC frames 85
Inelastic response of composite base column connections 84
Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads 84
Modelling of the bond behaviour of tuff elements externally bonded with FRP sheets 84
Comportamento strutturale di elementi in polisterene espanso per solai 84
Earthquake response of composite steel and concrete base column connections 84
Bond behaviour of FRP NSM Systems in concrete elements 84
Behavior of bond between concrete and steel in large post-yielding field 83
The non-linear model of embedded steel–concrete composite column bases 83
FRP STRUCTURAL PROFILES AND SHAPES 83
Experimental evaluation of bending and torsional deformability of FRP pultruded beams 83
Low cycle fatigue of RC beams in NSC and HSC 82
Le strutture in cemento armato 82
Experimental and numerical dynamic identification of Carmine bell tower in Naples (Italy) 82
Bond behaviour of R.C. elements externally reinforced with FRP laminates 82
Evaluation of the natural vibration frequencies of a historical masonry building accounting for SSI 81
Totale 10.439
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Categoria #
all - tutte 124.725
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 124.725
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021536 0 0 0 0 0 0 0 0 0 224 291 21
2021/2022845 31 13 390 36 17 18 44 186 46 21 34 9
2022/20232.912 425 58 29 374 240 530 32 295 587 90 202 50
2023/20241.159 125 153 173 59 52 45 30 85 249 98 12 78
2024/20253.729 267 152 129 99 508 177 136 386 523 540 443 369
2025/20265.782 483 606 858 427 292 408 1.108 426 545 629 0 0
Totale 19.469