Benvenuti nell'Anagrafe della Ricerca d'Ateneo

NUTI, CAMILLO
 Distribuzione geografica
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Continente #
EU - Europa 24.195
NA - Nord America 18.789
AS - Asia 14.663
SA - Sud America 1.061
AF - Africa 416
OC - Oceania 58
Continente sconosciuto - Info sul continente non disponibili 33
Totale 59.215
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Nazione #
US - Stati Uniti d'America 18.543
CN - Cina 7.689
GB - Regno Unito 5.873
DK - Danimarca 5.735
RU - Federazione Russa 3.776
SG - Singapore 3.630
IT - Italia 1.968
DE - Germania 1.899
SE - Svezia 1.607
VN - Vietnam 1.379
UA - Ucraina 925
BR - Brasile 742
FR - Francia 729
TR - Turchia 540
FI - Finlandia 509
IE - Irlanda 327
AL - Albania 288
IN - India 252
KR - Corea 241
CI - Costa d'Avorio 232
HK - Hong Kong 161
JP - Giappone 156
CA - Canada 144
BD - Bangladesh 127
NL - Olanda 116
AR - Argentina 88
PL - Polonia 77
IQ - Iraq 74
ID - Indonesia 62
CO - Colombia 59
RO - Romania 59
AU - Australia 55
MX - Messico 52
ES - Italia 49
EC - Ecuador 47
ZA - Sudafrica 46
PK - Pakistan 45
BE - Belgio 44
PH - Filippine 43
AT - Austria 40
UZ - Uzbekistan 36
SA - Arabia Saudita 34
MY - Malesia 30
CL - Cile 29
PE - Perù 29
VE - Venezuela 29
A2 - ???statistics.table.value.countryCode.A2??? 28
KE - Kenya 27
IR - Iran 26
MA - Marocco 26
PT - Portogallo 25
GR - Grecia 24
CH - Svizzera 22
EG - Egitto 16
LT - Lituania 16
TN - Tunisia 16
BO - Bolivia 15
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
JM - Giamaica 8
KG - Kirghizistan 8
KZ - Kazakistan 8
LB - Libano 7
RS - Serbia 7
UY - Uruguay 7
HR - Croazia 6
IL - Israele 6
PA - Panama 6
PS - Palestinian Territory 6
TW - Taiwan 6
AM - Armenia 5
BY - Bielorussia 5
CR - Costa Rica 5
CY - Cipro 5
HN - Honduras 5
TT - Trinidad e Tobago 5
DO - Repubblica Dominicana 4
LY - Libia 4
MM - Myanmar 4
NG - Nigeria 4
NO - Norvegia 4
AO - Angola 3
BA - Bosnia-Erzegovina 3
BB - Barbados 3
EU - Europa 3
LU - Lussemburgo 3
NI - Nicaragua 3
NZ - Nuova Zelanda 3
Totale 59.158
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Città #
Southend 5.436
Ashburn 2.161
Woodbridge 1.889
Singapore 1.665
Nanjing 1.205
Dearborn 1.124
Ann Arbor 1.031
Fairfield 1.003
Chandler 924
San Jose 826
Beijing 810
Wilmington 785
Houston 661
Dong Ket 629
Boardman 628
Jacksonville 567
Princeton 520
Dallas 509
Shenyang 498
Jinan 476
Rome 452
Izmir 449
Nanchang 422
Seattle 406
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 229
Helsinki 225
Washington 213
Moscow 198
Jiaxing 190
Zhengzhou 188
Bremen 183
San Mateo 181
Hangzhou 179
Hanoi 167
Shanghai 160
The Dalles 152
Los Angeles 149
Frankfurt am Main 148
Guangzhou 140
Hong Kong 139
Kunming 138
New York 135
Fremont 132
Tokyo 122
Ningbo 119
Haikou 112
Taizhou 112
Venezia 110
Munich 101
Orem 96
Milan 95
Taiyuan 91
São Paulo 84
Lanzhou 75
Santa Clara 75
London 68
San Diego 66
Fuzhou 60
Warsaw 58
Orange 57
Chicago 56
Chennai 53
Montreal 50
Turku 50
Da Nang 47
Mumbai 45
Council Bluffs 43
Yubileyny 39
Brussels 38
Atlanta 37
Brooklyn 37
Buffalo 37
Amsterdam 36
Istanbul 36
Stockholm 36
Eitensheim 34
Phoenix 33
Tashkent 33
Baghdad 31
Johannesburg 30
Columbus 28
Denver 28
Manchester 28
Naples 28
Portsmouth 28
St Petersburg 28
Verona 28
Paris 27
San Francisco 27
Totale 34.240
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Nome #
Analisi statica non lineare (pushover) 426
106. Risposta sismica di strutture nonlineari usando il concetto di spettro di risposta a smorzamento variabile. 417
105. Influenza del buckling delle armature longitudinali nella modellazione agli elementi finiti di strutture in cemento armato 413
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 314
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 313
Behavior of the leaning Tower of Pisa: insights on seismic input and soil-structure interaction 310
A simplified procedure to assess the seismic response of nonlinear structures 309
Cyclic response of existing r.c. columns repaired or retrofitted by mean of steel and FRP jacketing technique 309
Modified Monti-Nuti model for different types of reinforcing bars including inelastic buckling 299
Damage patterns in the town of Amatrice after August 24th 2016 Central Italy earthquakes 298
Damage, vulnerability and retrofitting strategies for the Molise hospital system following the 2002 Molise, Italy, earthquake 294
Experimental tests on FRP Shear retrofitted RC Beams 288
"Assessment of post - earthquake availability of hospital system and upgrading strategies" 287
A rapid repair technique to improve plastic dissipation of existing Chinese RC bridges. 284
A design procedure of dissipative braces for seismic upgrading structures 282
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 281
Adeguamento di telai tamponati con controventi dissipativi 281
Asynchronous earthquake strong motion and RC bridges response 277
Assessment of the effectiveness of repair and retrofitting techniques using SCC and CFRP on damaged r.c. bridge piers 269
Cyclic response of existing r.c. columns repaired or retrofitted by means of steel and FRP jacketing tecnique 269
DESIGN OF DISSIPATIVE BRACES FOR AN EXISTING STRATEGIC BUILDING WITH A PUSHOVER BASED PROCEDURE 269
Displacement based design of BRB for the seismic protection of r.c. frames 266
Post-seismic assessment of existing constructions: evaluation of the shakemaps for identifying exclusion zones in Emilia 264
Analisi dinamiche non lineari di dighe in calcestruzzo 262
Experimental tests and global modeling of masonry infilled frames 261
Caratterizzazione teorico-sperimentale di tamponature in laterizio per telai in cemento armato 260
Dynamic Soil Structure interaction of the Leaning Tower of Pisa 260
Comparison of asynchronous signals generated from surface or bedrock natural accelerograms, Second international conference on performance-based design in earthquake geotechnical engineering 259
Adeguamento sismico delle strutture: quando conviene farlo? 259
Cyclic Tests of Existing R.C. Columns Repaired or Retrofitted by Mean of Jacketing Technique 256
Comportamento ciclico di colonne in c.a. riparate ed adeguate con fasciature in FRP 255
A simplified procedure to assess the seismic response of nonlinear structures 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 design procedure for the seismic protection of infilled frames by dissipative braces. In: Proceedings of 253
Pseudodynamic tests on repaired and retrofitted bridge piers 252
Comportamento monotono e ciclico di elementi strutturali in presenza di instabilità delle armature longitudinali 252
Experimental investigation of the seismic response of repaired r.c. bridges by means of pseudodynamic tests. 252
Pseudodynamic tests on repaired and retrofitted bridge piers 251
Caratterizzazione teorico-sperimentale di tamponature in laterizio per telai in cemento armato 248
Design procedure for dissipative braced devices to retrofit existing r.c. frames 247
Aggiornamento bayesiano delle curve di fragilità degli ospedali italiani 246
1987 Analisi di Vulnerabilità di Insiemi Edilizi Urbani: Metodologia e Applicazione agli Edifici in c.a. della città… di Subiaco. 245
A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections 245
A Simplified Procedure for Base Sliding Evaluation of Concrete Gravity Dams under Seismic Action 244
Comparison between monotonic and cyclic behaviour of element with longitudinal bar buckling 244
Design procedure for buckling restrained braces to retrofit existing r.c. frames 243
Design of dissipative braces for an existing strategic building with a pushover based procedure 241
Assessment of seismic behavior of R.C. bridges under asynchronous motion and comparison with simplified approaches 241
A design procedure of dissipative braces for seismic upgrading structures. 2ECEES Second European conference on earthquake engineering and seismology 240
State of the art of non linear static methods 237
Studio mediante prove pseudodinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi 237
Seismic safety of network structures and infrastructures 236
Experimental tests on existing RC beams strengthened in flexure and retrofitted for shear by C-FRP in presence of negative moments 236
One-dimensional nonlinear seismic response analysis using strength-controlled constitutive models: The case of the leaning tower of pisa’s subsoil 236
A method for the (fast) evaluation of the seismic vulnerability of hospitals 235
Affidabilità sismica degli ospedali 235
New Solutions for Rapid Repair and Retrofit of RC Bridge Piers 234
A design procedure for the seismic protection of infilled frames by dissipative braces 233
Case Study 3: frames typical of old Italian design 232
Cyclic Tests of Existing R.C. Columns Repaired or Retrofitted by Mean of Jacketing Technique 232
Compression tests on masonry walls realized with a single or double masonry panel 232
Experimental tests on FRP Shear retrofitted R.C. beams 232
1981 L'influenza dell'Incertezza dei Parametri Geotecnici sulla Risposta Sismica delle Strutture. 231
A new exclusion method for determining the not-to-assess structures based on post-earthquake seismological data. The case of the Emilia earthquake. 231
A study on economic soundness of seismic retrofitting in Italy 231
A Study on economic soundness of seismic retrofitting in Italy 231
In situ Shear-tearing test for the quality control on FRP-to Concrete bonded joints 231
Experimental tests on FRP shear retrofitted RC beams 230
Indagine sperimentale e numerica sul comportamento ciclico di telai in c.a. tamponati 228
Speedup of post earthquake community recovery. The case of precast industrial buildings after the Emilia 2012 earthquake 226
Prove sperimentali monotone e cicliche su barre di acciaio inox 226
Non Linear Static Analysis: Application of Existing Concrete Building 226
Discussione, applicazione e validazione di una procedura progettuale per la protezione sismica di telai tamponati mediante controventi dissipativi 226
Un criterio di progetto per il rinforzo di telai in c.a. mediante controventi dissipativi 224
Comportamento sperimentale di tamponature leggere 224
Shear behavior of existing RC T-beams strengthened with CFRP 223
Fastening technique in seismic areas: a critical review 221
Proposal of a Incremental Modal Pushover Analysis (IMPA) 220
Comportamento Sismico delle Strutture in Calcestruzzo Alleggerito. 219
Numerical Model for Steel Bars Under Cyclic Loading Including Post Elastic Buckling. 219
Nonlinear response of bridges under multi-support excitation., 218
The influence of longitudinal reinforcement buckling in structural response 218
Performance of Lifelines During the 2002 Molise, Italy, Earthquake 216
Seismic Simulation and Base Sliding of Concrete Gravity Dams 216
Explicit constitutive relationship for axially loaded concrete confined by FRP 216
Seismic assessment of utility systems: application to water, electric power and transportation networks 216
Preliminary data and field observations of the 21st August 2017 Ischia earthquake 216
"Seismic Analysis of Bridges, a State of the Art " 215
Seismic reliability of the Abruzzo Hospital system and upgrading strategies 214
Seismic safety evaluation of electric power supply at urban level 214
Procedure statiche non lineari basate sull’analisi di spinta: rassegna critica 214
2016 Central Italy Earthquakes: Preliminary Results Based on Field Surveys 214
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake 212
Studio mediante prove pseudo dinamiche del comportamento sismico di pile da ponte riparate e rinforzate con materiali innovativi. 211
Protezione sismica di telai in c.a. mediante controventi dissipativi 211
Experimental program for pseudodynamic tests on repaired and retrofitted bridge piers 211
PSEUDO-DYNAMIC TESTS ON REPAIRED AND RETROFITTED BRIDGE COLUMNS 210
RAPID REPAIR SOLUTION FOR CHINESE RC BRIDGES TO IMPROVE PLASTIC DISSIPATION, DUCTILITY AND SHEAR STRENGTH ACCORDING CAPACITY DESIGN CRITERIA 209
Totale 25.109
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Categoria #
all - tutte 170.891
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 170.891
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/202610.856 1.151 1.131 521 1.249 1.173 713 1.453 245 1.167 1.591 290 172
2026/2027150 150 0 0 0 0 0 0 0 0 0 0 0
Totale 60.607