NUTI, CAMILLO
 Distribuzione geografica
Continente #
EU - Europa 23.507
NA - Nord America 16.858
AS - Asia 12.414
SA - Sud America 697
AF - Africa 305
OC - Oceania 53
Continente sconosciuto - Info sul continente non disponibili 31
Totale 53.865
Nazione #
US - Stati Uniti d'America 16.715
CN - Cina 7.472
GB - Regno Unito 5.786
DK - Danimarca 5.734
RU - Federazione Russa 3.758
SG - Singapore 2.792
IT - Italia 1.844
DE - Germania 1.771
SE - Svezia 1.599
UA - Ucraina 914
VN - Vietnam 843
FR - Francia 638
BR - Brasile 563
TR - Turchia 499
FI - Finlandia 426
IE - Irlanda 321
AL - Albania 284
KR - Corea 233
CI - Costa d'Avorio 230
JP - Giappone 123
IN - India 102
NL - Olanda 94
HK - Hong Kong 88
CA - Canada 87
PL - Polonia 63
RO - Romania 52
AU - Australia 50
BD - Bangladesh 43
BE - Belgio 42
ID - Indonesia 38
AT - Austria 36
IQ - Iraq 36
AR - Argentina 33
MX - Messico 31
A2 - ???statistics.table.value.countryCode.A2??? 28
EC - Ecuador 26
ES - Italia 25
IR - Iran 25
ZA - Sudafrica 24
GR - Grecia 20
PE - Perù 20
CO - Colombia 19
CH - Svizzera 18
PT - Portogallo 18
UZ - Uzbekistan 14
PK - Pakistan 13
PH - Filippine 11
CL - Cile 10
LT - Lituania 10
MD - Moldavia 10
SN - Senegal 10
VE - Venezuela 10
MA - Marocco 9
NP - Nepal 9
BG - Bulgaria 8
CZ - Repubblica Ceca 8
MY - Malesia 8
SA - Arabia Saudita 8
HU - Ungheria 7
KE - Kenya 7
KZ - Kazakistan 6
PY - Paraguay 6
TN - Tunisia 6
AM - Armenia 5
CY - Cipro 5
EG - Egitto 5
JO - Giordania 5
UY - Uruguay 5
AE - Emirati Arabi Uniti 4
AZ - Azerbaigian 4
BO - Bolivia 4
CR - Costa Rica 4
DZ - Algeria 4
ET - Etiopia 4
HR - Croazia 4
KG - Kirghizistan 4
LV - Lettonia 4
PA - Panama 4
BY - Bielorussia 3
DO - Repubblica Dominicana 3
EU - Europa 3
HN - Honduras 3
IL - Israele 3
LB - Libano 3
LU - Lussemburgo 3
NG - Nigeria 3
NO - Norvegia 3
NZ - Nuova Zelanda 3
PR - Porto Rico 3
TT - Trinidad e Tobago 3
TW - Taiwan 3
BB - Barbados 2
LA - Repubblica Popolare Democratica del Laos 2
LK - Sri Lanka 2
MM - Myanmar 2
OM - Oman 2
PS - Palestinian Territory 2
BF - Burkina Faso 1
BM - Bermuda 1
BN - Brunei Darussalam 1
Totale 53.852
Città #
Southend 5.436
Ashburn 1.951
Woodbridge 1.888
Singapore 1.217
Nanjing 1.205
Dearborn 1.124
Ann Arbor 1.031
Fairfield 1.002
Chandler 924
Beijing 802
Wilmington 785
Houston 656
Dong Ket 629
Boardman 626
Jacksonville 565
Princeton 520
Shenyang 498
Dallas 493
Jinan 476
Izmir 447
Rome 431
Nanchang 422
Hefei 404
Seattle 404
Cambridge 352
Hebei 335
Plano 321
Dublin 319
Changsha 314
Tianjin 312
Redwood City 271
Kenmore 265
Nürnberg 234
Seoul 225
Washington 210
Moscow 197
Jiaxing 190
Zhengzhou 188
Bremen 183
San Mateo 181
Hangzhou 177
Shanghai 160
The Dalles 151
Helsinki 142
Guangzhou 140
Kunming 138
Fremont 131
Ningbo 119
Haikou 112
Taizhou 112
Venezia 110
Tokyo 104
Munich 101
New York 91
Taiyuan 91
Los Angeles 88
Ho Chi Minh City 87
Hong Kong 84
Milan 76
Lanzhou 75
San Diego 66
Fuzhou 60
Orange 57
São Paulo 55
London 52
Turku 50
Chicago 44
Warsaw 43
Santa Clara 42
Hanoi 40
Yubileyny 39
Brussels 37
Council Bluffs 34
Eitensheim 34
Brooklyn 30
Stockholm 29
Montreal 28
Phoenix 28
Portsmouth 28
St Petersburg 27
Columbus 26
Verona 26
Atlanta 25
Denver 24
Frankfurt am Main 24
Napoli 24
Changchun 23
Falkenstein 23
Istanbul 23
Naples 23
Buffalo 22
Parma 22
Pune 22
Mumbai 21
Neef 21
Wuhan 21
Berkeley 20
Lauterbourg 20
San Francisco 20
Altamura 19
Totale 31.594
Nome #
Analisi statica non lineare (pushover) 405
105. Influenza del buckling delle armature longitudinali nella modellazione agli elementi finiti di strutture in cemento armato 397
106. Risposta sismica di strutture nonlineari usando il concetto di spettro di risposta a smorzamento variabile. 387
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 334
Closed form constitutive relationship for concrete filled FRP tubes under compression 292
Behavior of the leaning Tower of Pisa: insights on seismic input and soil-structure interaction 291
A simplified procedure to assess the seismic response of nonlinear structures 284
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 280
Cyclic response of existing r.c. columns repaired or retrofitted by mean of steel and FRP jacketing technique 278
Modified Monti-Nuti model for different types of reinforcing bars including inelastic buckling 277
Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes 273
"Assessment of post - earthquake availability of hospital system and upgrading strategies" 272
Damage, vulnerability and retrofitting strategies for the Molise hospital system following the 2002 Molise, Italy, earthquake 271
A design procedure of dissipative braces for seismic upgrading structures 264
A rapid repair technique to improve plastic dissipation of existing Chinese RC bridges. 264
Experimental tests on FRP Shear retrofitted RC Beams 263
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 260
DESIGN OF DISSIPATIVE BRACES FOR AN EXISTING STRATEGIC BUILDING WITH A PUSHOVER BASED PROCEDURE 255
Adeguamento di telai tamponati con controventi dissipativi 250
Comparison of asynchronous signals generated from surface or bedrock natural accelerograms, Second international conference on performance-based design in earthquake geotechnical engineering 246
Analisi dinamiche non lineari di dighe in calcestruzzo 246
Displacement based design of BRB for the seismic protection of r.c. frames 246
Post-seismic assessment of existing constructions: evaluation of the shakemaps for identifying exclusion zones in Emilia 245
Experimental tests and global modeling of masonry infilled frames 244
Assessment of the effectiveness of repair and retrofitting techniques using SCC and CFRP on damaged r.c. bridge piers 244
Cyclic Tests of Existing R.C. Columns Repaired or Retrofitted by Mean of Jacketing Technique 242
Dynamic Soil Structure interaction of the Leaning Tower of Pisa 242
Cyclic response of existing r.c. columns repaired or retrofitted by means of steel and FRP jacketing tecnique 240
Asynchronous earthquake strong motion and RC bridges response 239
Experimental investigation of the seismic response of repaired r.c. bridges by means of pseudodynamic tests. 236
Analisi di spinta: valutazione dell'accuratezza della risposta sismica attesa di edifici in c.a 234
A simplified procedure to assess the seismic response of nonlinear structures 234
A design procedure for seismic retrofitting of reinforced concrete frame and concentric braced steel buildings with dissipative bracings 234
A Simplified Procedure for Base Sliding Evaluation of Concrete Gravity Dams under Seismic Action 233
1987 Analisi di Vulnerabilità di Insiemi Edilizi Urbani: Metodologia e Applicazione agli Edifici in c.a. della città… di Subiaco. 231
A design procedure for the seismic protection of infilled frames by dissipative braces. In: Proceedings of 230
Pseudodynamic tests on repaired and retrofitted bridge piers 229
Caratterizzazione teorico-sperimentale di tamponature in laterizio per telai in cemento armato 229
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 228
Studio mediante prove pseudodinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi 227
Aggiornamento bayesiano delle curve di fragilità degli ospedali italiani 226
Comportamento monotono e ciclico di elementi strutturali in presenza di instabilità delle armature longitudinali 224
Adeguamento sismico delle strutture: quando conviene farlo? 224
Design procedure for dissipative braced devices to retrofit existing r.c. frames 224
Design of dissipative braces for an existing strategic building with a pushover based procedure 222
Caratterizzazione teorico-sperimentale di tamponature in laterizio per telai in cemento armato 222
Assessment of seismic behavior of R.C. bridges under asynchronous motion and comparison with simplified approaches 220
A design procedure of dissipative braces for seismic upgrading structures. 2ECEES Second European conference on earthquake engineering and seismology 220
Experimental tests on FRP shear retrofitted RC beams 219
Experimental tests on FRP Shear retrofitted R.C. beams 219
A design procedure for the seismic protection of infilled frames by dissipative braces 218
Comparison between monotonic and cyclic behaviour of element with longitudinal bar buckling 218
State of the art of non linear static methods 218
Cyclic Tests of Existing R.C. Columns Repaired or Retrofitted by Mean of Jacketing Technique 218
Affidabilità sismica degli ospedali 218
Design procedure for buckling restrained braces to retrofit existing r.c. frames 216
New Solutions for Rapid Repair and Retrofit of RC Bridge Piers 216
In situ Shear-tearing test for the quality control on FRP-to Concrete bonded joints 216
A method for the (fast) evaluation of the seismic vulnerability of hospitals 216
Seismic safety of network structures and infrastructures 215
A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections 215
1981 L'influenza dell'Incertezza dei Parametri Geotecnici sulla Risposta Sismica delle Strutture. 214
A new exclusion method for determining the not-to-assess structures based on post-earthquake seismological data. The case of the Emilia earthquake. 214
Speedup of post earthquake community recovery. The case of precast industrial buildings after the Emilia 2012 earthquake 212
A Study on economic soundness of seismic retrofitting in Italy 212
Pseudodynamic tests on repaired and retrofitted bridge piers 211
Case Study 3: frames typical of old Italian design 211
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments 209
Non Linear Static Analysis: Application of Existing Concrete Building 209
A study on economic soundness of seismic retrofitting in Italy 208
Indagine sperimentale e numerica sul comportamento ciclico di telai in c.a. tamponati 207
Prove sperimentali monotone e cicliche su barre di acciaio inox 207
Fastening technique in seismic areas: a critical review 206
Comportamento Sismico delle Strutture in Calcestruzzo Alleggerito. 205
Discussione, applicazione e validazione di una procedura progettuale per la protezione sismica di telai tamponati mediante controventi dissipativi 205
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 204
Compression tests on masonry walls realized with a single or double masonry panel 204
Numerical Model for Steel Bars Under Cyclic Loading Including Post Elastic Buckling. 202
Seismic safety evaluation of electric power supply at urban level 202
Seismic Simulation and Base Sliding of Concrete Gravity Dams 201
Seismic assessment of utility systems: application to water, electric power and transportation networks 201
Performance of Lifelines During the 2002 Molise, Italy, Earthquake 200
Proposal of a Incremental Modal Pushover Analysis (IMPA) 200
Procedure statiche non lineari basate sull’analisi di spinta: rassegna critica 200
Un criterio di progetto per il rinforzo di telai in c.a. mediante controventi dissipativi 199
PSEUDO-DYNAMIC TESTS ON REPAIRED AND RETROFITTED BRIDGE COLUMNS 199
One-dimensional nonlinear seismic response analysis using strength-controlled constitutive models: The case of the leaning tower of pisa’s subsoil 199
Explicit constitutive relationship for axially loaded concrete confined by FRP 198
Comportamento sperimentale di tamponature leggere 198
Nonlinear response of bridges under multi-support excitation., 197
"Seismic Analysis of Bridges, a State of the Art " 197
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
Shear behavior of existing RC T-beams strengthened with CFRP 195
Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers 195
Protezione sismica di telai in c.a. mediante controventi dissipativi 194
Design of bridges for non synchronous seismic motion 194
Proposal of a modal pushover based incremental analysis 193
Influence of earthquake spatial variability on differential soil displacements and SDF system response 193
Studio mediante prove pseudo dinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi. 192
Totale 23.058
Categoria #
all - tutte 152.140
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 152.140


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20213.441 0 0 0 0 0 270 662 962 171 426 188 762
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
2025/20265.656 1.151 1.131 521 1.249 1.173 431 0 0 0 0 0 0
Totale 55.257