CINECA IRIS Institutional Research Information System

CAPRILI, SILVIA
 Distribuzione geografica
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Continente #
NA - Nord America 6.172
AS - Asia 3.446
EU - Europa 3.168
SA - Sud America 491
AF - Africa 202
OC - Oceania 26
Continente sconosciuto - Info sul continente non disponibili 2
Totale 13.507
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Nazione #
US - Stati Uniti d'America 5.957
IT - Italia 1.454
SG - Singapore 988
CN - Cina 945
HK - Hong Kong 545
BR - Brasile 371
SE - Svezia 343
DE - Germania 287
VN - Vietnam 267
GB - Regno Unito 206
BG - Bulgaria 194
FR - Francia 192
CA - Canada 142
IN - India 102
JP - Giappone 99
RU - Federazione Russa 99
TR - Turchia 96
FI - Finlandia 82
BD - Bangladesh 56
KR - Corea 54
NL - Olanda 49
MA - Marocco 42
IQ - Iraq 35
MX - Messico 35
UA - Ucraina 34
AR - Argentina 33
PK - Pakistan 33
CI - Costa d'Avorio 30
NP - Nepal 28
CH - Svizzera 26
BE - Belgio 25
IR - Iran 23
SN - Senegal 23
ZA - Sudafrica 23
SA - Arabia Saudita 22
PL - Polonia 21
ID - Indonesia 20
PH - Filippine 20
EC - Ecuador 19
ES - Italia 19
RO - Romania 19
DZ - Algeria 18
CO - Colombia 17
UZ - Uzbekistan 17
VE - Venezuela 17
AU - Australia 16
PT - Portogallo 16
EG - Egitto 13
GR - Grecia 13
SI - Slovenia 13
HR - Croazia 12
AE - Emirati Arabi Uniti 11
IE - Irlanda 11
KE - Kenya 11
TN - Tunisia 10
CL - Cile 9
LK - Sri Lanka 9
MY - Malesia 9
NZ - Nuova Zelanda 9
PE - Perù 9
IL - Israele 8
JO - Giordania 8
TT - Trinidad e Tobago 8
AT - Austria 7
ET - Etiopia 7
TH - Thailandia 7
UY - Uruguay 7
AL - Albania 6
AO - Angola 6
CZ - Repubblica Ceca 6
OM - Oman 6
PY - Paraguay 6
AZ - Azerbaigian 5
BY - Bielorussia 5
HN - Honduras 5
KG - Kirghizistan 5
LB - Libano 5
SK - Slovacchia (Repubblica Slovacca) 5
CR - Costa Rica 4
HU - Ungheria 4
KZ - Kazakistan 4
LT - Lituania 4
NG - Nigeria 4
RS - Serbia 4
BB - Barbados 3
BJ - Benin 3
DO - Repubblica Dominicana 3
JM - Giamaica 3
MD - Moldavia 3
NO - Norvegia 3
PS - Palestinian Territory 3
QA - Qatar 3
SY - Repubblica araba siriana 3
BO - Bolivia 2
EE - Estonia 2
GE - Georgia 2
KW - Kuwait 2
LU - Lussemburgo 2
LY - Libia 2
NI - Nicaragua 2
Totale 13.475
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Città #
Ashburn 590
Singapore 586
Woodbridge 578
Hong Kong 535
Santa Clara 483
San Jose 455
Fairfield 396
Serra 346
Houston 321
Ann Arbor 300
Dallas 266
Shanghai 232
Chandler 200
Sofia 193
Beijing 179
Seattle 179
New York 164
Wilmington 153
Cambridge 147
Milan 136
Los Angeles 114
Pisa 108
Florence 102
Boardman 99
Ottawa 91
Lauterbourg 80
Lawrence 75
Princeton 75
Tokyo 72
Hefei 71
Ho Chi Minh City 65
Frankfurt am Main 62
Lancaster 61
Rome 57
Bremen 55
Des Moines 52
Buffalo 46
Genoa 45
Nanjing 45
Istanbul 44
Munich 43
Seoul 43
Jacksonville 42
Council Bluffs 41
Hanoi 39
Medford 39
Boulder 36
Redondo Beach 33
Abidjan 30
Izmir 30
Casablanca 28
Helsinki 27
Lucca 27
Eden Prairie 26
São Paulo 24
Chicago 23
Dakar 23
Orem 20
Phoenix 20
San Diego 20
Nanchang 19
Brussels 18
Columbus 18
Dong Ket 17
Atlanta 16
Chennai 16
Denver 16
London 16
Tashkent 16
The Dalles 16
Dearborn 15
Marseille 15
Turku 15
Baghdad 14
Bologna 14
Dhaka 14
Düsseldorf 14
Mantova 14
Toronto 14
Zurich 14
Belo Horizonte 13
Timișoara 13
Warsaw 13
Fuzhou 12
Johannesburg 12
Livorno 12
Naples 12
Padova 12
Redwood City 12
Shenyang 12
Turin 12
Amsterdam 11
Basingstoke 11
Dalian 11
Rūpnagar 11
Viareggio 11
Zhengzhou 11
Kathmandu 10
Manchester 10
Montreal 10
Totale 9.014
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Nome #
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 317
Design and analysis of automated rack supported warehouses 316
Effects of corrosion on low-cycle fatigue (seismic) behaviour of high-strength steel reinforcing bars (Rusteel) 280
Progettazione resiliente di strutture in acciaio con connessioni dissipative DRD 236
Modified cyclic steel law including bond-slip for analysis of RC structures with plain bars 234
Steel-based applications in earthquake-prone areas (STEEL-EARTH). Final Report - EUR 28459 EN 219
Dual-Phase steel reinforcing bars for MRFs structures in seismic prone-areas 212
INFLUENCE OF STEEL MECHANICAL PROPERTIES ON EBF SEISMIC BEHAVIOUR 207
Design and assessment of steel and steel-concrete composite structures: efficacy of en1998 design procedure 203
Influence of variability of material mechanical properties on seismic performance of steel and steel–concrete composite structures 187
An innovative solution for hybrid steel-glass self-bearing modular systems 186
Numerical modelling, analysis and retrofit of the historical masonry building "La Sapienza" in Pisa 176
Influence of low-cycle fatigue and corrosion phenomena on the ductile behaviour of steel reinforcing bars 171
Mechanical performance versus corrosion damage indicators for corroded steel reinforcing bars 171
A new generation of high-ductile Dual-Phase steel reinforcing bars 171
PALAZZO LA SAPIENZA IN PISA: STRUCTURAL ASSESSMENT AND RETROFIT OF AN HISTORICAL MASONRY BUILDING IN ITALY 170
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 167
Experimental tests on real-scale EBF structures with horizontal and vertical links 166
Optimising the seismic performance of steel and steel-concrete structures by standardising material quality control (OPUS) 163
Influence of low-cycle fatigue and corrosion phenomena on the structural behaviour of steel reinforcing bars 159
Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls 159
A semi-analytical model for dissipative shear links: experimental tests and numerical analyses 158
Micro and Macro Structural Investigations on Welded Joints of Composite Truss Steel Concrete Beams 156
Lightly reinforced concrete walls in formwork blocks for the combined seismic and energy retrofit of masonry structures 152
Linear Time-History Analysis for EC8 design of CBF structures 150
Knowledge-based approach for the structural assessment of monumental buildings: Application to case studies 148
Evaluation of mechanical characteristics of steel bars by nondestructive Vickers micro-hardness tests 147
Evaluation of Seismic Vulnerability of a Complex Rc Existing Building 147
BIM Solutions for Existing Bridges Management 147
Mechanical performance of steel reinforcing bars in uncorroded and corroded conditions 146
Damage detection, localization, and quantification for steel cables of post-tensioned bridge decks 144
null 143
Innovative steel-glass self-bearing system for double curvature roofs 143
null 140
Influence of soil-foundation-structure interaction on overall behaviour and diseases of a medieval building in Pisa 140
Resilience-based methodologies for design of steel structures equipped with dissipative devices 139
Experimental analysis on cyclic performance of concrete columns with TempCore or Dual‑Phase steel reinforcement 139
Evaluation of structural safety and seismic vulnerability of historical masonry buildings: studies and applications in the Tuscany Region 138
Experimental tests on RC substructures with Dual-Phase reinforcing steel 136
Corroded TempCore® vs dual-phase steel reinforcing bars 136
Low-cycle fatigue and corrosion effects on steel reinforcing bars in r.c. structures 134
Dual-Phase steel reinforcing bars in uncorroded and corroded conditions 133
Dataset on the bearing capacity of curved profiles obtained by roll forming process 133
Rose windows: daring slender structures 132
The contribution of ReLUIS to the usability assessment of school buildings following the 2016 central Italy earthquake 129
Influenza della corrosione e dei fenomeni di fatica oligociclica sulle barre di rinforzo per c.a.: la ricerca RUSTEEL 128
Influence of steel yielding stress limitations on seismic structural performance of EBF 125
Experimental and numerical assessment of EBF structures with shear links 125
The Structural Rehabilitation and Retrofit of the Italian Social Housing Heritage 124
Experimental Assessment of the Cyclic Behaviour of RC-DP Beam to Column Joints 124
Structural response of RC buildings with Dual-Phase reinforcing steel 123
null 122
Innovative steel glass composite structures for high-performance building skins (S+G) 122
An alternative to TempCore®: Dual-Phase reinforcing steels. Mechanical characterization and durability performance. 122
Comportamento sismico di giunti trave-colonna a parziale ripristino di resistenza per strutture composte acciaio calcestruzzo 120
Cyclic bar model with bond-slip for non linear analysis of existing RC structure 117
Seismic Design of Automated Rack Supported Warehouses 117
Corrosion effects on the seismic response of existing rc frames designed according to different building codes 117
Structural and economical performance of reinforced concrete frames with Dual-Phase and TempCore® steel rebars in uncorroded and corroded conditions 117
Seismic performance of an innovative dissipative replaceable components bracing steel frame (DRBrC) 117
An improved seismic vulnerability assessment approach for historical urban centres: The case study of campi alto di norcia, Italy 113
null 110
Material Choice for Seismic Resistant Structures (MATCH) 109
null 108
A comparison between RC buildings with Dual-Phase and TempCore® bars in reference and corroded conditions 107
A semi-analytical model for the cyclic behavior of shear link in eccentrically braced frames structures 105
Reliability of ultrasonic tomography in detecting grouting defects in post-tensioned structures by PoD curves 104
The application of the X-ray diffraction method in the assessment of PT bridges 103
null 103
null 103
Dual-phase steel reinforcing bars for RC buildings in seismic prone areas: selection and production 103
Evaluation of seismic vulnerability of a complex RC existing building by linear and nonlinear modeling approaches 103
Effectiveness of the capacity design regulations for eccentrically braced frames structure 102
Development of a semi-analytical model for the behaviour of shear links in eccentrically braced frames structures 100
Industrial and techno-economic feasibility of concrete structures reinforced with DP rebars 99
Valutazione dell’influenza della variabilità del materiale sul comportamento sismico di telai in acciaio con controventi eccentrici 97
Reinforced Concrete structures with Dual-Phase steel reinforcing bars 97
Ductility Demand on Steel Reinforcing Bars in Concrete Buildings 96
Critical issues in safety assessment of existing reinforced concrete bridges by means of nonlinear analysis 90
Seismic performance of steel braced frames equipped with dissipative replaceable components 90
A multi-phase survey approach for post-tensioned prestressed concrete bridge decks 89
Hardening slip model for reinforcing steel bars 89
Experimental and numerical assessment of a steel frame equipped with Dissipative Replaceable Bracing Connections 88
Seismic Assessment of Historical Masonry Buildings at Different Scale Levels: A Review 88
Simplified mechanical models for critical regions in RC frame systems 87
Corrosion effects on strands of PT bridges 85
Seismic vulnerability assessment of historical urban centres: The case study of campi alto di norcia, Italy 85
Steel-Earth: Steel-based applications in earthquake-prone areas. New solutions for the design and rehabilitation of existing constructions adopting innovative steel-based systems 84
Macroseismic risk classification of historical constructions: the LEXSIS approach 84
Inspection and assessment of PT structures: results from application to an existing bridge 82
A Territorial-Configurational Index to evaluate seismic spatial vulnerability in urban-regional settings: Integrating network configuration and redundancy to risk 81
The Role of Urban Configuration in the Pre-Emergency and Post-Emergency Seismic Management Phase 80
null 80
Cyclic behaviour of uncorroded and corroded steel reinforcing bars 80
Corrosion effects on the dissipative performance of critical regions of RC frame systems 76
Influence of steel mechanical properties on EBF seismic behaviour 76
Simplified numerical approach for the structural analysis of monumental historical aggregates: the case study of Certosa di Calci 76
An enhanced system for the combined seismic and energy retrofit of masonry buildings 75
A building classification system for multi-hazard risk assessent of historical religious buildings 73
Nonlinear analysis procedures for safety assessment of existing RC bridges under traffic loads 73
Totale 13.173
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Categoria #
all - tutte 37.928
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 37.928
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021105 0 0 0 0 0 0 0 0 0 0 0 105
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
2024/20253.598 102 137 72 113 338 386 188 262 282 425 373 920
2025/20263.514 131 396 215 340 373 315 644 175 259 386 162 118
Totale 13.774