CINECA IRIS Institutional Research Information System

CAPRILI, SILVIA
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 4.474
EU - Europa 2.564
AS - Asia 1.516
SA - Sud America 180
AF - Africa 80
OC - Oceania 19
Continente sconosciuto - Info sul continente non disponibili 2
Totale 8.835
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 4.365
IT - Italia 1.268
CN - Cina 617
SG - Singapore 397
SE - Svezia 337
DE - Germania 225
BG - Bulgaria 191
HK - Hong Kong 189
BR - Brasile 156
GB - Regno Unito 117
CA - Canada 100
FR - Francia 95
RU - Federazione Russa 90
VN - Vietnam 89
TR - Turchia 68
FI - Finlandia 47
IN - India 32
CI - Costa d'Avorio 30
UA - Ucraina 28
BE - Belgio 24
NL - Olanda 23
IR - Iran 21
SN - Senegal 20
JP - Giappone 16
CH - Svizzera 13
ID - Indonesia 13
SI - Slovenia 13
AU - Australia 11
KR - Corea 11
PT - Portogallo 11
DZ - Algeria 10
GR - Grecia 10
HR - Croazia 10
PH - Filippine 9
RO - Romania 9
AR - Argentina 8
MX - Messico 8
NZ - Nuova Zelanda 8
BD - Bangladesh 7
PL - Polonia 7
CZ - Repubblica Ceca 6
AL - Albania 5
ES - Italia 5
ET - Etiopia 5
IL - Israele 5
LK - Sri Lanka 5
PK - Pakistan 5
TH - Thailandia 5
AT - Austria 4
CO - Colombia 4
EC - Ecuador 4
EG - Egitto 4
IE - Irlanda 4
MA - Marocco 4
MY - Malesia 4
PE - Perù 4
RS - Serbia 4
SA - Arabia Saudita 4
SK - Slovacchia (Repubblica Slovacca) 4
UZ - Uzbekistan 4
BJ - Benin 3
LT - Lituania 3
AE - Emirati Arabi Uniti 2
AZ - Azerbaigian 2
CL - Cile 2
EE - Estonia 2
IQ - Iraq 2
KG - Kirghizistan 2
LU - Lussemburgo 2
MD - Moldavia 2
NO - Norvegia 2
TW - Taiwan 2
VE - Venezuela 2
ZA - Sudafrica 2
AO - Angola 1
CY - Cipro 1
DK - Danimarca 1
EU - Europa 1
GE - Georgia 1
HU - Ungheria 1
LV - Lettonia 1
PA - Panama 1
PS - Palestinian Territory 1
SY - Repubblica araba siriana 1
TJ - Tagikistan 1
TN - Tunisia 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 8.835
Salva come PNG Salva come JPEG
Città #
Woodbridge 578
Santa Clara 469
Ashburn 430
Fairfield 396
Serra 346
Houston 317
Ann Arbor 300
Shanghai 229
Singapore 226
Chandler 200
Sofia 190
Hong Kong 182
Seattle 176
Wilmington 152
Cambridge 147
New York 133
Milan 123
Beijing 118
Florence 100
Boardman 97
Pisa 97
Ottawa 87
Lawrence 75
Princeton 75
Lancaster 60
Bremen 55
Des Moines 52
Frankfurt am Main 47
Rome 46
Nanjing 43
Jacksonville 41
Medford 39
Genoa 38
Boulder 36
Istanbul 34
Abidjan 30
Izmir 27
Eden Prairie 26
Lucca 26
Dakar 20
Hefei 19
Nanchang 19
San Diego 19
Brussels 18
Dong Ket 17
Los Angeles 16
Dearborn 15
Marseille 15
Düsseldorf 14
Mantova 14
Council Bluffs 13
Fuzhou 12
Padova 12
Redwood City 12
Shenyang 12
The Dalles 12
Belo Horizonte 11
Munich 11
Rūpnagar 11
Viareggio 11
Dalian 10
Livorno 10
Phoenix 10
São Paulo 10
Zhengzhou 10
Ljubljana 9
Quanzhou 9
Hebei 8
Kunming 8
Lauterbourg 8
Norwalk 8
Tianjin 8
Toronto 8
Changsha 7
Chicago 7
Genova 7
Jüchen 7
Napoli 7
Wuhan 7
Athens 6
Auckland 6
Bern 6
Bologna 6
Helsinki 6
Hyderabad 6
Jiaxing 6
Mountain View 6
Naples 6
Parma 6
Asti 5
Brescia 5
Guangzhou 5
Hangzhou 5
London 5
Monopoli 5
Rende 5
Tirana 5
Turin 5
Turku 5
Verona 5
Totale 6.419
Salva come PNG Salva come JPEG
Nome #
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 250
Effects of corrosion on low-cycle fatigue (seismic) behaviour of high-strength steel reinforcing bars (Rusteel) 228
Design and analysis of automated rack supported warehouses 223
Modified cyclic steel law including bond-slip for analysis of RC structures with plain bars 195
Dual-Phase steel reinforcing bars for MRFs structures in seismic prone-areas 194
Progettazione resiliente di strutture in acciaio con connessioni dissipative DRD 173
Design and assessment of steel and steel-concrete composite structures: efficacy of en1998 design procedure 165
Steel-based applications in earthquake-prone areas (STEEL-EARTH). Final Report - EUR 28459 EN 165
An innovative solution for hybrid steel-glass self-bearing modular systems 163
Influence of variability of material mechanical properties on seismic performance of steel and steel–concrete composite structures 157
INFLUENCE OF STEEL MECHANICAL PROPERTIES ON EBF SEISMIC BEHAVIOUR 156
A new generation of high-ductile Dual-Phase steel reinforcing bars 145
null 143
Influence of low-cycle fatigue and corrosion phenomena on the ductile behaviour of steel reinforcing bars 135
Mechanical performance versus corrosion damage indicators for corroded steel reinforcing bars 135
Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls 130
Experimental tests on real-scale EBF structures with horizontal and vertical links 125
PALAZZO LA SAPIENZA IN PISA: STRUCTURAL ASSESSMENT AND RETROFIT OF AN HISTORICAL MASONRY BUILDING IN ITALY 124
null 122
Rapporto dei danni provocati dell'evento sismico del 6 aprile sugli edifici scolastici del centro storico dell'Aquila. Report RELUIS, Rete dei Laboratori Universitari di Ingegneria Sismica, 2009 120
Optimising the seismic performance of steel and steel-concrete structures by standardising material quality control (OPUS) 120
Linear Time-History Analysis for EC8 design of CBF structures 120
Influence of low-cycle fatigue and corrosion phenomena on the structural behaviour of steel reinforcing bars 119
Mechanical performance of steel reinforcing bars in uncorroded and corroded conditions 119
A semi-analytical model for dissipative shear links: experimental tests and numerical analyses 118
Evaluation of Seismic Vulnerability of a Complex Rc Existing Building 117
Numerical modelling, analysis and retrofit of the historical masonry building "La Sapienza" in Pisa 115
null 110
Dual-Phase steel reinforcing bars in uncorroded and corroded conditions 109
null 108
Knowledge-based approach for the structural assessment of monumental buildings: Application to case studies 105
Dataset on the bearing capacity of curved profiles obtained by roll forming process 105
Evaluation of structural safety and seismic vulnerability of historical masonry buildings: studies and applications in the Tuscany Region 104
null 103
null 103
Innovative steel-glass self-bearing system for double curvature roofs 100
Influence of soil-foundation-structure interaction on overall behaviour and diseases of a medieval building in Pisa 100
Rose windows: daring slender structures 98
An alternative to TempCore®: Dual-Phase reinforcing steels. Mechanical characterization and durability performance. 96
Influence of steel yielding stress limitations on seismic structural performance of EBF 95
BIM Solutions for Existing Bridges Management 95
The Structural Rehabilitation and Retrofit of the Italian Social Housing Heritage 94
Innovative steel glass composite structures for high-performance building skins (S+G) 94
Low-cycle fatigue and corrosion effects on steel reinforcing bars in r.c. structures 93
Cyclic bar model with bond-slip for non linear analysis of existing RC structure 91
Experimental analysis on cyclic performance of concrete columns with TempCore or Dual‑Phase steel reinforcement 91
Influenza della corrosione e dei fenomeni di fatica oligociclica sulle barre di rinforzo per c.a.: la ricerca RUSTEEL 90
Seismic Design of Automated Rack Supported Warehouses 88
Experimental and numerical assessment of EBF structures with shear links 88
The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake 84
Experimental tests on RC substructures with Dual-Phase reinforcing steel 82
Deriving analytical fragility curves for masonry churches based on stochastic nonlinear analyses 81
null 80
Comportamento sismico di giunti trave-colonna a parziale ripristino di resistenza per strutture composte acciaio calcestruzzo 79
Structural response of RC buildings with Dual-Phase reinforcing steel 78
Experimental Assessment of the Cyclic Behaviour of RC-DP Beam to Column Joints 78
Dual-phase steel reinforcing bars for RC buildings in seismic prone areas: selection and production 77
Resilience-based methodologies for design of steel structures equipped with dissipative devices 77
Effectiveness of the capacity design regulations for eccentrically braced frames structure 71
Corroded TempCore® vs dual-phase steel reinforcing bars 71
A semi-analytical model for the cyclic behavior of shear link in eccentrically braced frames structures 70
Material Choice for Seismic Resistant Structures (MATCH) 70
Reinforced Concrete structures with Dual-Phase steel reinforcing bars 69
A comparison between RC buildings with Dual-Phase and TempCore® bars in reference and corroded conditions 69
Development of a semi-analytical model for the behaviour of shear links in eccentrically braced frames structures 67
null 66
Corrosion effects on the seismic response of existing rc frames designed according to different building codes 65
An improved seismic vulnerability assessment approach for historical urban centres: The case study of campi alto di norcia, Italy 61
Evaluation of mechanical characteristics of steel bars by nondestructive Vickers micro-hardness tests 60
Industrial and techno-economic feasibility of concrete structures reinforced with DP rebars 60
Micro and Macro Structural Investigations on Welded Joints of Composite Truss Steel Concrete Beams 59
Valutazione dell’influenza della variabilità del materiale sul comportamento sismico di telai in acciaio con controventi eccentrici 58
Evaluation of seismic vulnerability of a complex RC existing building by linear and nonlinear modeling approaches 58
Hardening slip model for reinforcing steel bars 56
Structural and economical performance of reinforced concrete frames with Dual-Phase and TempCore® steel rebars in uncorroded and corroded conditions 56
Steel-Earth: Steel-based applications in earthquake-prone areas. New solutions for the design and rehabilitation of existing constructions adopting innovative steel-based systems 53
Macroseismic risk classification of historical constructions: the LEXSIS approach 52
Ductility Demand on Steel Reinforcing Bars in Concrete Buildings 51
Simplified mechanical models for critical regions in RC frame systems 49
Cyclic behaviour of uncorroded and corroded steel reinforcing bars 47
Seismic performance of an innovative dissipative replaceable components bracing steel frame (DRBrC) 45
Use of high-strength steel for multi-criteria optimization of dissipative devices 44
Seismic vulnerability assessment of historical urban centres: The case study of campi alto di norcia, Italy 44
Influence of steel mechanical properties on EBF seismic behaviour 42
Damage detection, localization, and quantification for steel cables of post-tensioned bridge decks 40
Inspection and assessment of PT structures: results from application to an existing bridge 40
Simplified numerical approach for the structural analysis of monumental historical aggregates: the case study of Certosa di Calci 40
Lightly reinforced concrete walls in formwork blocks for the combined seismic and energy retrofit of masonry structures 39
Experimental and numerical assessment of a steel frame equipped with Dissipative Replaceable Bracing Connections 36
Critical issues in safety assessment of existing reinforced concrete bridges by means of nonlinear analysis 34
A multi-phase survey approach for post-tensioned prestressed concrete bridge decks 31
Corrosion effects on the dissipative performance of critical regions of RC frame systems 30
Seismic Assessment of Historical Masonry Buildings at Different Scale Levels: A Review 30
An enhanced system for the combined seismic and energy retrofit of masonry buildings 29
Nonlinear analysis procedures for safety assessment of existing RC bridges under traffic loads 28
Seismic demand on steel reinforcing bars in reinforced concrete frame structures 28
Seismic performance of steel braced frames equipped with dissipative replaceable components 28
High strength steel in seismic resistant building frames (HSS-SERF) 26
Reliability of ultrasonic tomography in detecting grouting defects in post-tensioned structures by PoD curves 25
Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures 25
Totale 8.974
Salva come PNG Salva come JPEG
Categoria #
all - tutte 26.099
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 26.099
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020119 0 0 0 0 0 0 0 0 0 0 85 34
2020/2021600 39 40 15 27 34 27 80 48 73 72 40 105
2021/2022856 13 49 16 37 162 126 34 63 78 38 83 157
2022/2023981 120 97 75 111 87 140 15 58 175 5 82 16
2023/2024788 42 58 74 79 131 149 33 31 8 24 22 137
2024/20252.407 102 137 72 113 338 386 188 262 282 425 102 0
Totale 9.069