NUTI, CAMILLO
 Distribuzione geografica
Continente #
EU - Europa 24.129
NA - Nord America 18.195
AS - Asia 14.601
SA - Sud America 1.042
AF - Africa 414
OC - Oceania 58
Continente sconosciuto - Info sul continente non disponibili 32
Totale 58.471
Nazione #
US - Stati Uniti d'America 17.986
CN - Cina 7.680
GB - Regno Unito 5.871
DK - Danimarca 5.735
RU - Federazione Russa 3.776
SG - Singapore 3.616
IT - Italia 1.927
DE - Germania 1.899
SE - Svezia 1.607
VN - Vietnam 1.379
UA - Ucraina 925
BR - Brasile 729
FR - Francia 720
TR - Turchia 540
FI - Finlandia 509
IE - Irlanda 327
AL - Albania 287
IN - India 250
KR - Corea 239
CI - Costa d'Avorio 232
HK - Hong Kong 154
JP - Giappone 154
CA - Canada 119
NL - Olanda 115
BD - Bangladesh 106
AR - Argentina 86
PL - Polonia 77
IQ - Iraq 74
ID - Indonesia 62
RO - Romania 59
CO - Colombia 57
AU - Australia 55
MX - Messico 52
EC - Ecuador 47
ZA - Sudafrica 46
PK - Pakistan 45
BE - Belgio 43
ES - Italia 43
PH - Filippine 43
AT - Austria 40
UZ - Uzbekistan 36
SA - Arabia Saudita 34
CL - Cile 29
MY - Malesia 29
A2 - ???statistics.table.value.countryCode.A2??? 28
PE - Perù 28
VE - Venezuela 28
KE - Kenya 27
IR - Iran 26
MA - Marocco 26
GR - Grecia 24
PT - Portogallo 23
CH - Svizzera 20
TN - Tunisia 16
BO - Bolivia 15
LT - Lituania 15
EG - Egitto 14
NP - Nepal 14
SN - Senegal 14
JO - Giordania 13
PY - Paraguay 13
MD - Moldavia 12
TH - Thailandia 12
AE - Emirati Arabi Uniti 11
AZ - Azerbaigian 11
CZ - Repubblica Ceca 11
ET - Etiopia 11
LV - Lettonia 10
BG - Bulgaria 8
DZ - Algeria 8
HU - Ungheria 8
KG - Kirghizistan 8
KZ - Kazakistan 8
LB - Libano 7
RS - Serbia 7
UY - Uruguay 7
HR - Croazia 6
PA - Panama 6
PS - Palestinian Territory 6
TW - Taiwan 6
AM - Armenia 5
BY - Bielorussia 5
CR - Costa Rica 5
CY - Cipro 5
IL - Israele 5
DO - Repubblica Dominicana 4
HN - Honduras 4
JM - Giamaica 4
LY - Libia 4
MM - Myanmar 4
NG - Nigeria 4
NO - Norvegia 4
AO - Angola 3
BA - Bosnia-Erzegovina 3
EU - Europa 3
LU - Lussemburgo 3
NZ - Nuova Zelanda 3
OM - Oman 3
PR - Porto Rico 3
TT - Trinidad e Tobago 3
Totale 58.423
Città #
Southend 5.436
Ashburn 2.067
Woodbridge 1.888
Singapore 1.660
Nanjing 1.205
Dearborn 1.124
Ann Arbor 1.031
Fairfield 1.002
Chandler 924
Beijing 806
Wilmington 785
San Jose 731
Houston 660
Dong Ket 629
Boardman 628
Jacksonville 566
Princeton 520
Dallas 498
Shenyang 498
Jinan 476
Izmir 449
Rome 447
Nanchang 422
Seattle 405
Hefei 404
Cambridge 352
Hebei 335
Dublin 325
Plano 322
Changsha 314
Tianjin 312
Redwood City 271
Kenmore 265
Nürnberg 234
Ho Chi Minh City 232
Seoul 227
Helsinki 225
Washington 212
Moscow 198
Jiaxing 190
Zhengzhou 188
Bremen 183
San Mateo 181
Hangzhou 179
Hanoi 167
Shanghai 160
The Dalles 151
Frankfurt am Main 148
Guangzhou 140
Kunming 138
Fremont 132
Hong Kong 132
Los Angeles 127
Tokyo 122
New York 120
Ningbo 119
Haikou 112
Taizhou 112
Venezia 110
Munich 101
Taiyuan 91
Orem 89
Milan 85
São Paulo 80
Lanzhou 75
London 66
San Diego 66
Fuzhou 60
Orange 57
Warsaw 57
Chennai 53
Santa Clara 51
Turku 50
Chicago 49
Da Nang 47
Montreal 47
Mumbai 44
Council Bluffs 43
Yubileyny 39
Brussels 38
Amsterdam 36
Istanbul 36
Stockholm 36
Buffalo 34
Eitensheim 34
Tashkent 33
Atlanta 32
Baghdad 31
Brooklyn 31
Johannesburg 30
Phoenix 29
Manchester 28
Portsmouth 28
St Petersburg 28
Columbus 26
Denver 26
Haiphong 26
Paris 26
Verona 26
Pune 25
Totale 33.885
Nome #
Analisi statica non lineare (pushover) 422
106. Risposta sismica di strutture nonlineari usando il concetto di spettro di risposta a smorzamento variabile. 414
105. Influenza del buckling delle armature longitudinali nella modellazione agli elementi finiti di strutture in cemento armato 412
110. Ferrini, M., Nuti, C., Vanzi, I., 1999. “Seismic Risk Assessment and Mitigation of two Existing Hospitals in Italy”. Proc. 11th WCEE, Oakland, NZ, 31.1.2000-4.2.2000 348
Closed form constitutive relationship for concrete filled FRP tubes under compression 312
Behavior of the leaning Tower of Pisa: insights on seismic input and soil-structure interaction 308
A simplified procedure to assess the seismic response of nonlinear structures 306
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 306
Cyclic response of existing r.c. columns repaired or retrofitted by mean of steel and FRP jacketing technique 301
Modified Monti-Nuti model for different types of reinforcing bars including inelastic buckling 297
Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes 297
Damage, vulnerability and retrofitting strategies for the Molise hospital system following the 2002 Molise, Italy, earthquake 292
"Assessment of post - earthquake availability of hospital system and upgrading strategies" 285
Experimental tests on FRP Shear retrofitted RC Beams 285
A rapid repair technique to improve plastic dissipation of existing Chinese RC bridges. 282
A design procedure of dissipative braces for seismic upgrading structures 280
Adeguamento di telai tamponati con controventi dissipativi 279
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 278
Asynchronous earthquake strong motion and RC bridges response 272
DESIGN OF DISSIPATIVE BRACES FOR AN EXISTING STRATEGIC BUILDING WITH A PUSHOVER BASED PROCEDURE 269
Assessment of the effectiveness of repair and retrofitting techniques using SCC and CFRP on damaged r.c. bridge piers 267
Cyclic response of existing r.c. columns repaired or retrofitted by means of steel and FRP jacketing tecnique 267
Displacement based design of BRB for the seismic protection of r.c. frames 265
Post-seismic assessment of existing constructions: evaluation of the shakemaps for identifying exclusion zones in Emilia 259
Adeguamento sismico delle strutture: quando conviene farlo? 259
Comparison of asynchronous signals generated from surface or bedrock natural accelerograms, Second international conference on performance-based design in earthquake geotechnical engineering 258
Analisi dinamiche non lineari di dighe in calcestruzzo 258
Experimental tests and global modeling of masonry infilled frames 257
Dynamic Soil Structure interaction of the Leaning Tower of Pisa 257
Caratterizzazione teorico-sperimentale di tamponature in laterizio per telai in cemento armato 255
Cyclic Tests of Existing R.C. Columns Repaired or Retrofitted by Mean of Jacketing Technique 255
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 254
A design procedure for seismic retrofitting of reinforced concrete frame and concentric braced steel buildings with dissipative bracings 254
Analisi di spinta: valutazione dell'accuratezza della risposta sismica attesa di edifici in c.a 253
A simplified procedure to assess the seismic response of nonlinear structures 252
Pseudodynamic tests on repaired and retrofitted bridge piers 251
Comportamento monotono e ciclico di elementi strutturali in presenza di instabilità delle armature longitudinali 250
Experimental investigation of the seismic response of repaired r.c. bridges by means of pseudodynamic tests. 250
A design procedure for the seismic protection of infilled frames by dissipative braces. In: Proceedings of 248
Aggiornamento bayesiano delle curve di fragilità degli ospedali italiani 245
Caratterizzazione teorico-sperimentale di tamponature in laterizio per telai in cemento armato 245
Design procedure for dissipative braced devices to retrofit existing r.c. frames 244
1987 Analisi di Vulnerabilità di Insiemi Edilizi Urbani: Metodologia e Applicazione agli Edifici in c.a. della città… di Subiaco. 243
Comparison between monotonic and cyclic behaviour of element with longitudinal bar buckling 243
A Simplified Procedure for Base Sliding Evaluation of Concrete Gravity Dams under Seismic Action 242
A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections 241
Design procedure for buckling restrained braces to retrofit existing r.c. frames 240
A design procedure of dissipative braces for seismic upgrading structures. 2ECEES Second European conference on earthquake engineering and seismology 240
Pseudodynamic tests on repaired and retrofitted bridge piers 239
Assessment of seismic behavior of R.C. bridges under asynchronous motion and comparison with simplified approaches 238
Design of dissipative braces for an existing strategic building with a pushover based procedure 237
Seismic safety of network structures and infrastructures 235
Studio mediante prove pseudodinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi 235
A method for the (fast) evaluation of the seismic vulnerability of hospitals 233
Case Study 3: frames typical of old Italian design 232
Affidabilità sismica degli ospedali 232
A design procedure for the seismic protection of infilled frames by dissipative braces 231
New Solutions for Rapid Repair and Retrofit of RC Bridge Piers 231
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments 231
State of the art of non linear static methods 231
Cyclic Tests of Existing R.C. Columns Repaired or Retrofitted by Mean of Jacketing Technique 231
Experimental tests on FRP Shear retrofitted R.C. beams 231
In situ Shear-tearing test for the quality control on FRP-to Concrete bonded joints 230
A study on economic soundness of seismic retrofitting in Italy 229
A new exclusion method for determining the not-to-assess structures based on post-earthquake seismological data. The case of the Emilia earthquake. 228
Experimental tests on FRP shear retrofitted RC beams 228
1981 L'influenza dell'Incertezza dei Parametri Geotecnici sulla Risposta Sismica delle Strutture. 227
A Study on economic soundness of seismic retrofitting in Italy 226
Prove sperimentali monotone e cicliche su barre di acciaio inox 226
Compression tests on masonry walls realized with a single or double masonry panel 226
Non Linear Static Analysis: Application of Existing Concrete Building 225
Speedup of post earthquake community recovery. The case of precast industrial buildings after the Emilia 2012 earthquake 224
Un criterio di progetto per il rinforzo di telai in c.a. mediante controventi dissipativi 223
Indagine sperimentale e numerica sul comportamento ciclico di telai in c.a. tamponati 222
One-dimensional nonlinear seismic response analysis using strength-controlled constitutive models: The case of the leaning tower of pisa’s subsoil 222
Discussione, applicazione e validazione di una procedura progettuale per la protezione sismica di telai tamponati mediante controventi dissipativi 222
Comportamento sperimentale di tamponature leggere 219
Comportamento Sismico delle Strutture in Calcestruzzo Alleggerito. 217
Nonlinear response of bridges under multi-support excitation., 216
Proposal of a Incremental Modal Pushover Analysis (IMPA) 216
Shear behavior of existing RC T-beams strengthened with CFRP 216
Explicit constitutive relationship for axially loaded concrete confined by FRP 215
Fastening technique in seismic areas: a critical review 215
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 215
Numerical Model for Steel Bars Under Cyclic Loading Including Post Elastic Buckling. 214
Seismic assessment of utility systems: application to water, electric power and transportation networks 214
Seismic safety evaluation of electric power supply at urban level 214
Performance of Lifelines During the 2002 Molise, Italy, Earthquake 213
Seismic Simulation and Base Sliding of Concrete Gravity Dams 213
"Seismic Analysis of Bridges, a State of the Art " 213
Seismic reliability of the Abruzzo Hospital system and upgrading strategies 213
Procedure statiche non lineari basate sull’analisi di spinta: rassegna critica 212
The influence of longitudinal reinforcement buckling in structural response 212
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake 211
PSEUDO-DYNAMIC TESTS ON REPAIRED AND RETROFITTED BRIDGE COLUMNS 210
2016 Central Italy Earthquakes: Preliminary Results Based on Field Surveys 210
Studio mediante prove pseudo dinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi. 209
Protezione sismica di telai in c.a. mediante controventi dissipativi 209
Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers 208
A repair and retrofitting intervention to improve plastic dissipation and shear strength of Chinese RC bridges 207
Totale 24.833
Categoria #
all - tutte 161.300
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 161.300


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20211.376 0 0 0 0 0 0 0 0 0 426 188 762
2021/20223.315 274 284 74 108 692 103 370 125 260 89 178 758
2022/20233.551 575 494 214 437 231 815 15 238 353 25 117 37
2023/20242.629 92 134 278 94 268 795 118 376 30 83 49 312
2024/20257.089 69 342 758 99 146 247 2.341 1.333 687 187 303 577
2025/202610.262 1.151 1.131 521 1.249 1.173 713 1.453 245 1.167 1.459 0 0
Totale 59.863