CAPRILI, SILVIA
 Distribuzione geografica
Continente #
NA - Nord America 3.556
EU - Europa 2.089
AS - Asia 578
AF - Africa 57
SA - Sud America 15
OC - Oceania 10
Continente sconosciuto - Info sul continente non disponibili 1
Totale 6.306
Nazione #
US - Stati Uniti d'America 3.457
IT - Italia 1.031
SE - Svezia 337
CN - Cina 330
BG - Bulgaria 191
DE - Germania 178
GB - Regno Unito 105
CA - Canada 93
VN - Vietnam 87
FR - Francia 67
SG - Singapore 37
FI - Finlandia 34
TR - Turchia 32
CI - Costa d'Avorio 30
HK - Hong Kong 28
UA - Ucraina 28
RU - Federazione Russa 26
SN - Senegal 20
BE - Belgio 19
IR - Iran 19
JP - Giappone 14
CH - Svizzera 12
SI - Slovenia 10
GR - Grecia 9
NL - Olanda 8
BR - Brasile 7
HR - Croazia 7
KR - Corea 7
IN - India 6
MX - Messico 6
NZ - Nuova Zelanda 6
PT - Portogallo 6
RO - Romania 6
AU - Australia 4
AR - Argentina 3
BD - Bangladesh 3
DZ - Algeria 3
ID - Indonesia 3
LK - Sri Lanka 3
PE - Perù 3
PL - Polonia 3
AT - Austria 2
EC - Ecuador 2
EG - Egitto 2
ES - Italia 2
ET - Etiopia 2
IL - Israele 2
PH - Filippine 2
SK - Slovacchia (Repubblica Slovacca) 2
AE - Emirati Arabi Uniti 1
EU - Europa 1
GE - Georgia 1
HU - Ungheria 1
IQ - Iraq 1
LU - Lussemburgo 1
LV - Lettonia 1
MD - Moldavia 1
NO - Norvegia 1
PK - Pakistan 1
RS - Serbia 1
TW - Taiwan 1
Totale 6.306
Città #
Woodbridge 578
Fairfield 396
Serra 346
Houston 317
Ann Arbor 300
Chandler 200
Ashburn 190
Sofia 190
Seattle 175
Wilmington 152
Cambridge 147
New York 133
Beijing 115
Milan 112
Ottawa 86
Lawrence 75
Princeton 75
Lancaster 60
Bremen 55
Florence 54
Des Moines 52
Nanjing 43
Jacksonville 41
Medford 39
Rome 39
Boulder 36
Abidjan 30
Pisa 29
Frankfurt am Main 28
Genoa 28
Eden Prairie 26
Izmir 25
Shanghai 25
Hong Kong 21
Dakar 20
Nanchang 19
San Diego 19
Dong Ket 17
Dearborn 15
Marseille 15
Brussels 13
Mantova 12
Redwood City 12
Shenyang 12
Viareggio 11
Dalian 10
Livorno 10
Phoenix 9
Hebei 8
Kunming 8
Norwalk 8
Padova 8
Tianjin 8
Zhengzhou 8
Changsha 7
Chicago 7
Genova 7
Hefei 7
Jüchen 7
Napoli 7
Athens 6
Bern 6
Jiaxing 6
Ljubljana 6
Mountain View 6
Asti 5
Auckland 5
Hangzhou 5
Rende 5
Verona 5
Düsseldorf 4
Guangzhou 4
Kilburn 4
Los Angeles 4
Marche 4
Mérida 4
Torre Del Greco 4
Albino 3
Altamura 3
Auburn Hills 3
Boardman 3
Burnaby 3
Cagliari 3
Caivano 3
Central District 3
Curtatone 3
Genazzano 3
Kennewick 3
Kurita 3
Lucca 3
Montecarlo 3
Nugegoda 3
Oss 3
Parma 3
Pergamino 3
Ponte de Lima 3
San Germano Vercellese 3
Selargius 3
Seodaemun-gu 3
Toronto 3
Totale 4.654
Nome #
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 229
Dual-Phase steel reinforcing bars for MRFs structures in seismic prone-areas 179
Effects of corrosion on low-cycle fatigue (seismic) behaviour of high-strength steel reinforcing bars (Rusteel) 173
Modified cyclic steel law including bond-slip for analysis of RC structures with plain bars 158
An innovative solution for hybrid steel-glass self-bearing modular systems 146
Design and assessment of steel and steel-concrete composite structures: efficacy of en1998 design procedure 144
Steel-based applications in earthquake-prone areas (STEEL-EARTH). Final Report - EUR 28459 EN 144
null 143
Influence of variability of material mechanical properties on seismic performance of steel and steel–concrete composite structures 141
INFLUENCE OF STEEL MECHANICAL PROPERTIES ON EBF SEISMIC BEHAVIOUR 139
Design and analysis of automated rack supported warehouses 136
A new generation of high-ductile Dual-Phase steel reinforcing bars 128
null 122
Progettazione resiliente di strutture in acciaio con connessioni dissipative DRD 121
Influence of low-cycle fatigue and corrosion phenomena on the ductile behaviour of steel reinforcing bars 116
Mechanical performance versus corrosion damage indicators for corroded steel reinforcing bars 116
null 110
null 108
Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls 108
Experimental tests on real-scale EBF structures with horizontal and vertical links 108
PALAZZO LA SAPIENZA IN PISA: STRUCTURAL ASSESSMENT AND RETROFIT OF AN HISTORICAL MASONRY BUILDING IN ITALY 106
null 103
null 103
Mechanical performance of steel reinforcing bars in uncorroded and corroded conditions 103
Linear Time-History Analysis for EC8 design of CBF structures 102
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 98
Influence of low-cycle fatigue and corrosion phenomena on the structural behaviour of steel reinforcing bars 98
A semi-analytical model for dissipative shear links: experimental tests and numerical analyses 97
Optimising the seismic performance of steel and steel-concrete structures by standardising material quality control (OPUS) 96
Evaluation of Seismic Vulnerability of a Complex Rc Existing Building 89
Numerical modelling, analysis and retrofit of the historical masonry building "La Sapienza" in Pisa 87
Dataset on the bearing capacity of curved profiles obtained by roll forming process 86
Knowledge-based approach for the structural assessment of monumental buildings: Application to case studies 85
Dual-Phase steel reinforcing bars in uncorroded and corroded conditions 84
Evaluation of structural safety and seismic vulnerability of historical masonry buildings: studies and applications in the Tuscany Region 83
null 80
Innovative steel-glass self-bearing system for double curvature roofs 80
Innovative steel glass composite structures for high-performance building skins (S+G) 76
Influence of soil-foundation-structure interaction on overall behaviour and diseases of a medieval building in Pisa 75
The Structural Rehabilitation and Retrofit of the Italian Social Housing Heritage 75
Influence of steel yielding stress limitations on seismic structural performance of EBF 73
Cyclic bar model with bond-slip for non linear analysis of existing RC structure 73
Seismic Design of Automated Rack Supported Warehouses 70
Experimental and numerical assessment of EBF structures with shear links 70
An alternative to TempCore®: Dual-Phase reinforcing steels. Mechanical characterization and durability performance. 70
Low-cycle fatigue and corrosion effects on steel reinforcing bars in r.c. structures 69
Experimental analysis on cyclic performance of concrete columns with TempCore or Dual‑Phase steel reinforcement 69
Rose windows: daring slender structures 68
null 66
Influenza della corrosione e dei fenomeni di fatica oligociclica sulle barre di rinforzo per c.a.: la ricerca RUSTEEL 64
The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake 63
Comportamento sismico di giunti trave-colonna a parziale ripristino di resistenza per strutture composte acciaio calcestruzzo 59
Dual-phase steel reinforcing bars for RC buildings in seismic prone areas: selection and production 59
Experimental tests on RC substructures with Dual-Phase reinforcing steel 56
Structural response of RC buildings with Dual-Phase reinforcing steel 56
A semi-analytical model for the cyclic behavior of shear link in eccentrically braced frames structures 51
Reinforced Concrete structures with Dual-Phase steel reinforcing bars 50
Effectiveness of the capacity design regulations for eccentrically braced frames structure 50
Material Choice for Seismic Resistant Structures (MATCH) 48
Development of a semi-analytical model for the behaviour of shear links in eccentrically braced frames structures 46
Resilience-based methodologies for design of steel structures equipped with dissipative devices 45
BIM Solutions for Existing Bridges Management 40
Valutazione dell’influenza della variabilità del materiale sul comportamento sismico di telai in acciaio con controventi eccentrici 39
Industrial and techno-economic feasibility of concrete structures reinforced with DP rebars 38
A comparison between RC buildings with Dual-Phase and TempCore® bars in reference and corroded conditions 36
Corroded TempCore® vs dual-phase steel reinforcing bars 36
Corrosion effects on the seismic response of existing rc frames designed according to different building codes 35
Experimental Assessment of the Cyclic Behaviour of RC-DP Beam to Column Joints 34
An improved seismic vulnerability assessment approach for historical urban centres: The case study of campi alto di norcia, Italy 32
Steel-Earth: Steel-based applications in earthquake-prone areas. New solutions for the design and rehabilitation of existing constructions adopting innovative steel-based systems 31
Ductility Demand on Steel Reinforcing Bars in Concrete Buildings 29
Macroseismic risk classification of historical constructions: the LEXSIS approach 29
Cyclic behaviour of uncorroded and corroded steel reinforcing bars 27
Micro and Macro Structural Investigations on Welded Joints of Composite Truss Steel Concrete Beams 26
Evaluation of seismic vulnerability of a complex RC existing building by linear and nonlinear modeling approaches 22
Use of high-strength steel for multi-criteria optimization of dissipative devices 22
Seismic vulnerability assessment of historical urban centres: The case study of campi alto di norcia, Italy 22
Simplified mechanical models for critical regions in RC frame systems 20
Simplified numerical approach for the structural analysis of monumental historical aggregates: the case study of Certosa di Calci 18
Structural and economical performance of reinforced concrete frames with Dual-Phase and TempCore® steel rebars in uncorroded and corroded conditions 17
Influence of steel mechanical properties on EBF seismic behaviour 16
Critical issues in safety assessment of existing reinforced concrete bridges by means of nonlinear analysis 9
Hardening slip model for reinforcing steel bars 9
Inspection and assessment of PT structures: results from application to an existing bridge 8
Evaluation of mechanical characteristics of steel bars by nondestructive Vickers micro-hardness tests 8
Experimental and numerical assessment of a steel frame equipped with Dissipative Replaceable Bracing Connections 6
Seismic Assessment of Historical Masonry Buildings at Different Scale Levels: A Review 6
SEISMIC PERFORMANCE OF INNOVATIVE DISSIPATIVE REPLACEABLE COMPONENTS FOR STEEL BRACED FRAME (DRBrC) 6
An enhanced system for the combined seismic and energy retrofit of masonry buildings 5
A multi-phase survey approach for post-tensioned prestressed concrete bridge decks 5
Seismic demand on steel reinforcing bars in reinforced concrete frame structures 5
A building classification system for multi-hazard risk assessent of historical religious buildings 4
High strength steel in seismic resistant building frames (HSS-SERF) 4
Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures 3
Totale 6.497
Categoria #
all - tutte 16.030
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 16.030


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019280 0 0 0 0 0 0 0 0 0 84 107 89
2019/20201.444 168 102 277 96 120 125 134 107 122 74 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
2023/2024623 42 58 74 79 131 149 33 31 8 18 0 0
Totale 6.497