SANTINI, SILVIA
 Distribuzione geografica
Continente #
EU - Europa 9.789
NA - Nord America 7.294
AS - Asia 5.138
SA - Sud America 447
AF - Africa 173
OC - Oceania 35
Continente sconosciuto - Info sul continente non disponibili 18
Totale 22.894
Nazione #
US - Stati Uniti d'America 7.209
CN - Cina 2.811
GB - Regno Unito 2.488
DK - Danimarca 2.147
RU - Federazione Russa 1.628
SG - Singapore 1.367
IT - Italia 979
DE - Germania 671
SE - Svezia 581
BR - Brasile 345
UA - Ucraina 326
VN - Vietnam 297
FI - Finlandia 248
FR - Francia 181
KR - Corea 153
TR - Turchia 137
IE - Irlanda 136
CI - Costa d'Avorio 121
AL - Albania 106
IN - India 81
JP - Giappone 76
HK - Hong Kong 65
NL - Olanda 64
CA - Canada 52
PL - Polonia 35
RO - Romania 35
AU - Australia 33
GR - Grecia 30
AR - Argentina 29
ID - Indonesia 29
EC - Ecuador 26
PT - Portogallo 26
BE - Belgio 23
BD - Bangladesh 20
IR - Iran 19
ES - Italia 18
MX - Messico 17
A2 - ???statistics.table.value.countryCode.A2??? 16
CH - Svizzera 16
IQ - Iraq 15
AT - Austria 13
ZA - Sudafrica 13
SN - Senegal 11
TH - Thailandia 11
CL - Cile 9
CO - Colombia 9
PE - Perù 9
EG - Egitto 7
MA - Marocco 7
SA - Arabia Saudita 7
VE - Venezuela 7
HU - Ungheria 6
MD - Moldavia 6
UY - Uruguay 6
BG - Bulgaria 5
CY - Cipro 5
PY - Paraguay 5
AZ - Azerbaigian 4
DO - Repubblica Dominicana 4
DZ - Algeria 4
HR - Croazia 4
JO - Giordania 4
PH - Filippine 4
PK - Pakistan 4
UZ - Uzbekistan 4
AE - Emirati Arabi Uniti 3
CZ - Repubblica Ceca 3
IL - Israele 3
KZ - Kazakistan 3
LT - Lituania 3
NP - Nepal 3
PR - Porto Rico 3
SK - Slovacchia (Repubblica Slovacca) 3
SV - El Salvador 3
TN - Tunisia 3
AM - Armenia 2
ET - Etiopia 2
EU - Europa 2
IS - Islanda 2
KE - Kenya 2
LK - Sri Lanka 2
MY - Malesia 2
NZ - Nuova Zelanda 2
TT - Trinidad e Tobago 2
BB - Barbados 1
BM - Bermuda 1
BO - Bolivia 1
BY - Bielorussia 1
GE - Georgia 1
GM - Gambi 1
IM - Isola di Man 1
JM - Giamaica 1
KG - Kirghizistan 1
LU - Lussemburgo 1
LV - Lettonia 1
MC - Monaco 1
MG - Madagascar 1
MN - Mongolia 1
MW - Malawi 1
OM - Oman 1
Totale 22.888
Città #
Southend 2.314
Ashburn 716
Woodbridge 707
Chandler 680
Singapore 679
Dearborn 451
Nanjing 412
Beijing 403
Rome 398
Fairfield 397
Ann Arbor 372
Wilmington 362
Dallas 351
Houston 270
Boardman 258
Princeton 199
Jacksonville 195
Shenyang 169
Seattle 164
Nanchang 150
Helsinki 145
Jinan 145
Seoul 141
Cambridge 138
Hefei 137
Dublin 136
Tianjin 118
Hebei 113
Bremen 112
Plano 112
Changsha 110
Izmir 109
Dong Ket 98
Moscow 98
Redwood City 98
Shanghai 90
Ho Chi Minh City 82
New York 79
Jiaxing 74
Tokyo 71
Hong Kong 64
Munich 62
Kenmore 61
Fremont 60
Los Angeles 60
Hangzhou 58
Zhengzhou 58
Guangzhou 53
The Dalles 51
Haikou 50
Washington 50
Milan 49
Nürnberg 47
Hanoi 39
Kunming 39
São Paulo 36
Ningbo 30
San Diego 30
Taizhou 28
Warsaw 27
London 26
Taiyuan 25
Orange 23
Redmond 23
Brussels 20
Lanzhou 19
Montreal 19
Mountain View 19
Yubileyny 19
Columbus 18
Brooklyn 17
Santa Clara 17
Fuzhou 16
Mumbai 16
Orem 16
Turku 16
Venezia 16
Council Bluffs 15
Frankfurt am Main 15
Altamura 14
Napoli 14
Stockholm 14
Chicago 13
Amsterdam 12
Chennai 11
Dakar 11
Denver 11
Istanbul 11
Portsmouth 11
Rio de Janeiro 11
Toronto 11
Belo Horizonte 10
Da Nang 10
Jakarta 10
Johannesburg 10
Quito 10
Augusta 9
Brasília 9
Brescia 9
Lauterbourg 9
Totale 13.390
Nome #
Experimental and numerical investigations on the seismic response of R.C. infilled frames and recommendations for code provisions 342
CYRUS, CYclic Response of Upgraded Sections: a program for the analysis of retrofitted or repaired r.c. sections under biaxial cyclic loading including buckling of rebars, Report DSSAR 1/96 materiali, Dipartimento di Scienze Storia e Restauro, Università degli Studi G. D'Annunzio di Chieti 282
Cyclic response of existing r.c. columns repaired or retrofitted by mean of steel and FRP jacketing technique 280
Damage, vulnerability and retrofitting strategies for the Molise hospital system following the 2002 Molise, Italy, earthquake 274
Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes 274
A rapid repair technique to improve plastic dissipation of existing Chinese RC bridges. 266
Experimental tests on FRP Shear retrofitted RC Beams 264
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 260
Analytical models of infilled frames 259
Circular RC sections confined with FRP: modeling and design 250
Assessment of the effectiveness of repair and retrofitting techniques using SCC and CFRP on damaged r.c. bridge piers 245
Cyclic Tests of Existing R.C. Columns Repaired or Retrofitted by Mean of Jacketing Technique 242
Asynchronous earthquake strong motion and RC bridges response 242
Constitutive Model for Fiber-Reinforced Polymer and Tie-Confined Concrete 242
Cyclic response of existing r.c. columns repaired or retrofitted by means of steel and FRP jacketing tecnique 241
Calibration of Partial Safety Coefficients for FRP Strengthening 240
Experimental investigation of the seismic response of repaired r.c. bridges by means of pseudodynamic tests. 236
Sustainability in built heritage: A state of the art in the regulation and tools 231
Pseudodynamic tests on repaired and retrofitted bridge piers 230
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 229
Aggiornamento bayesiano delle curve di fragilità degli ospedali italiani 228
Studio mediante prove pseudodinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi 227
Affidabilità sismica degli ospedali 219
Experimental tests on FRP shear retrofitted RC beams 219
Experimental tests on FRP Shear retrofitted R.C. beams 219
Cyclic Tests of Existing R.C. Columns Repaired or Retrofitted by Mean of Jacketing Technique 218
Design of FRP jackets for upgrade of circular bridge piers 217
New Solutions for Rapid Repair and Retrofit of RC Bridge Piers 217
In situ Shear-tearing test for the quality control on FRP-to Concrete bonded joints 216
Pseudodynamic tests on repaired and retrofitted bridge piers 214
A Study on economic soundness of seismic retrofitting in Italy 213
A study on economic soundness of seismic retrofitting in Italy 210
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments 209
Fastening technique in seismic areas: a critical review 207
Structural analysis of roman groin vaults 207
Reliability-based calibration of partial safety coefficients for fiber-reinforced plastic 204
Adeguamento sismico e riparazione di pile da ponte in c.a. – confronto tra tecniche alternative 200
PSEUDO-DYNAMIC TESTS ON REPAIRED AND RETROFITTED BRIDGE COLUMNS 199
Shear behavior of existing RC T-beams strengthened with CFRP 196
RAPID REPAIR SOLUTION FOR CHINESE RC BRIDGES TO IMPROVE PLASTIC DISSIPATION, DUCTILITY AND SHEAR STRENGTH ACCORDING CAPACITY DESIGN CRITERIA 196
Seismic reliability of the Abruzzo Hospital system and upgrading strategies 195
Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers 195
Procedure for the statistical determination of the design FRP-confined concrete strength 193
Studio mediante prove pseudo dinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi. 192
experimental tests on repaired and retrofitted brige piers 190
Seismic risk of italian hospitals 189
A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese RC bridges 189
Pseudo-dynamic tests on repaired and retrofitted bridge columns 188
Seismic assessment of italian existing hospitals 186
3D limit analysis of Hall I in the Baths of Diocletian 186
Prove sperimentali di travi in c.a. rinforzate con FRP 185
Sicurezza vs conservazione? 184
Mitigation of seismic risk for networks of hospitals 182
Impiego di materiali innovativi per la riparazione e/o il rinforzo strutturale di pile da ponte in cemento armato 182
Interventi di risanamento e/o rinforzo strutturale di pile da ponte circolari in cemento armato con materiali innovativi 181
Sustainable interventions: maintenance of old timber roof of Michelangelo's cloister in diocletian's baths 180
Seismic risk of the Italian hospitals 179
Comparison of different finite element model updates based on experimental onsite testing: the case study of San Giovanni in Macerata 179
Constitutive model for FRP and TIE–confined concrete 178
Fastening technique in seismic areas: a critical review. 177
Design equations for FRP wrapping and steel jacketing of bridge piers 176
Effetti dei tamponamenti sulla risposta sismica di telai in c.a.: uno stato dell'arte 176
Prove cicliche su cilindri di calcestruzzo autocompattante confinati con FRP. 176
Influence of detailing on seismic response of repaired r.c. bridge piers 176
Experimental tests on repaired and retrofitted bridge piers 175
Pushover analysis procedures for seismic assessment: critical evaluation and application to some case studies 174
Indagine sperimentale su travi in c.a. rinforzate a taglio con FRP. 174
Design assisted by testing: procedure for the statistical determination of capacity models 174
Seismic assessment of the molise hospitals and upgrading strategies 173
The structural diagnosis of existing rc buildings: The role of nondestructive tests in the case of low concrete strength 171
Tensile tests on bonded double-strap joints between pultruded GFRP profiles 169
Design of frp-strengthening: calibration of partial safety coefficients 168
Seismic assessment of hospital systems 168
Prefabbricazione integrale per il complesso edilizio nei pressi della Sodra Station a Stoccolma 167
null 167
Severely damaged reinforced concrete circular columns repaired by turned steel rebar and high-performance concrete jacketing with steel or polymer fibers 167
Influence of materials knowledge level on the assessment of the shear strength characteristic value of existing RC beams 166
Preliminary tests of infill masonry, PREC8 Progress Report, Pavia 165
Evaluation of seismic assessment pushover procedures - Some case studies 165
Seismic evaluation of existing R.C. Infilled Frames 160
INDAGINE SPERIMENTALE SU TRAVI IN C.A. RINFORZATE A TAGLIO CON FRP 160
Automated model updating of a masonry historical church based on operational modal analysis: the case study of San Giovanni in Macerata 158
Valutazione e rinforzo strutturale degli edifici in cemento armato. 156
RC column repaired with hpfrcc and confined with cfrp: numerical analyses to evaluate the column section capacity 156
Indagine per la valutazione della vulnerabilità del patrimonio ospedaliero italiano 155
Numerical modeling of existing RC beams strengthened in shear with FRP U-sheets 154
Influence of polyethylene and stainless steel fibres on compressive and tensile behaviour of high-performance fibre-reinforced cementitious composites 154
Sustainable Interventions: Conservation of Old Timber Roof of Michelangelo’s Cloister in Diocletian’s Baths 154
Criteri di adeguamento di edifici in c.a. con materiali compositi 152
Progetto di un ponte sul Tevere al Porto Fluviale 151
Shear performance of existing reinforced concrete T-beams strengthened with FRP 150
Strutture intelaiate in c.a. con tamponature: lo stato attuale della normativa e la proposta dell'Eurocodice 150
Mechanical properties of HPFRCC reinforced with different types and volumes of fibres 149
null 149
Dynamic identification of the so-called Temple of Minerva Medica: comparison of different instrumentations and methods for mutual validation of the results. 148
La torre NBC nel complesso polifunzionale Cityfront Center di Chicago, Illinois 147
Preliminary tests of infill masonry, Dipartimento di Meccanica Strutturale dell'Università di Pavia, Pubblicazione n. 68 145
Operational Modal Analysis in the Temple of Minerva Medica in Rome 139
null 138
null 137
Totale 19.483
Categoria #
all - tutte 66.003
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 66.003


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.124 0 0 0 0 0 81 236 373 67 156 70 141
2021/20221.418 34 120 47 47 244 39 236 46 107 26 94 378
2022/20232.102 308 255 113 310 132 431 6 149 238 16 95 49
2023/20241.198 68 68 82 36 89 258 97 236 37 31 36 160
2024/20253.343 70 190 388 55 59 98 1.040 668 296 80 163 236
2025/20263.280 541 652 356 756 676 299 0 0 0 0 0 0
Totale 23.503