IRIS
GHERSI, Aurelio
 Distribuzione geografica
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Continente #
NA - Nord America 6.615
AS - Asia 2.835
EU - Europa 2.605
SA - Sud America 644
AF - Africa 226
Continente sconosciuto - Info sul continente non disponibili 5
OC - Oceania 5
Totale 12.935
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Nazione #
US - Stati Uniti d'America 6.327
SG - Singapore 1.490
CN - Cina 947
IE - Irlanda 710
UA - Ucraina 659
IT - Italia 655
BR - Brasile 573
CA - Canada 250
RU - Federazione Russa 180
VN - Vietnam 139
CI - Costa d'Avorio 125
GB - Regno Unito 84
FR - Francia 53
SE - Svezia 53
KR - Corea 40
CH - Svizzera 36
SN - Senegal 33
IN - India 31
MX - Messico 26
NL - Olanda 26
ZA - Sudafrica 25
AR - Argentina 23
BD - Bangladesh 22
DE - Germania 21
FI - Finlandia 21
GR - Grecia 20
HK - Hong Kong 19
IR - Iran 19
PL - Polonia 19
AT - Austria 18
ID - Indonesia 18
IQ - Iraq 18
UZ - Uzbekistan 18
EC - Ecuador 16
TR - Turchia 15
ES - Italia 12
JP - Giappone 12
KE - Kenya 10
MA - Marocco 9
LB - Libano 8
CO - Colombia 7
NG - Nigeria 7
UY - Uruguay 6
BG - Bulgaria 5
EU - Europa 5
LT - Lituania 5
PE - Perù 5
PK - Pakistan 5
PY - Paraguay 5
RO - Romania 5
RS - Serbia 5
TN - Tunisia 5
VE - Venezuela 5
AZ - Azerbaigian 4
EG - Egitto 4
JO - Giordania 4
AM - Armenia 3
AU - Australia 3
BJ - Benin 3
HN - Honduras 3
JM - Giamaica 3
NP - Nepal 3
AE - Emirati Arabi Uniti 2
AL - Albania 2
BH - Bahrain 2
BY - Bielorussia 2
CL - Cile 2
DK - Danimarca 2
GT - Guatemala 2
HU - Ungheria 2
IL - Israele 2
LU - Lussemburgo 2
MY - Malesia 2
NZ - Nuova Zelanda 2
SA - Arabia Saudita 2
TH - Thailandia 2
AD - Andorra 1
AF - Afghanistan, Repubblica islamica di 1
BE - Belgio 1
BO - Bolivia 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
ET - Etiopia 1
GA - Gabon 1
GE - Georgia 1
GH - Ghana 1
GL - Groenlandia 1
GY - Guiana 1
HR - Croazia 1
LY - Libia 1
ME - Montenegro 1
MK - Macedonia 1
MN - Mongolia 1
MO - Macao, regione amministrativa speciale della Cina 1
NO - Norvegia 1
OM - Oman 1
PA - Panama 1
PH - Filippine 1
PS - Palestinian Territory 1
PT - Portogallo 1
Totale 12.932
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Città #
Dallas 1.220
Santa Clara 996
Dublin 707
Singapore 672
Chandler 653
Jacksonville 625
Boardman 261
Nanjing 235
Andover 193
Lawrence 191
Ashburn 187
Cambridge 187
Toronto 185
Civitanova Marche 147
Abidjan 125
San Mateo 110
Catania 101
Des Moines 93
Chicago 92
Beijing 88
Houston 85
Hefei 79
Wilmington 76
Nanchang 69
Shenyang 60
Los Angeles 59
Hebei 55
Council Bluffs 51
Changsha 46
Ho Chi Minh City 42
Saint Petersburg 41
Ottawa 40
Seoul 39
Jiaxing 36
São Paulo 36
Tianjin 35
Dakar 33
Buffalo 24
Hanoi 24
The Dalles 24
Columbus 23
New York 23
Redmond 21
Belo Horizonte 20
Hong Kong 19
Norwalk 18
Naples 17
Brooklyn 16
Helsinki 16
Milan 16
Redondo Beach 16
Seattle 16
Moscow 15
Rome 15
Johannesburg 14
Phoenix 14
Amsterdam 13
Pune 12
Rio de Janeiro 12
Warsaw 12
Boston 11
Jinan 10
Liberty Lake 10
San Francisco 10
Brasília 9
Falls Church 9
Guangzhou 9
Hangzhou 9
Milazzo 9
Paris 9
Porto Alegre 9
Tokyo 9
Zhengzhou 9
Baghdad 8
Charlotte 8
Curitiba 8
Den Haag 8
Dong Ket 8
Goiânia 8
Richmond 8
Tehran 8
Edinburgh 7
Messina 7
Nairobi 7
Quito 7
Tremestieri Etneo 7
Washington 7
Abuja 6
Campinas 6
Casablanca 6
Duncan 6
Guarulhos 6
Juiz de Fora 6
Kunming 6
London 6
Manchester 6
Montreal 6
Ningbo 6
Redwood City 6
Riva del Garda 6
Totale 8.656
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Nome #
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 136
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 131
A capacity design procedure for columns of steel structures with diagonals braces 128
La validazione del calcolo strutturale eseguito con il computer 115
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 112
Il martellamento tra edifici adiacenti: comportamento di strutture spaziali dissimmetriche 112
A global approach to the design of steel frames 108
A design procedure for seismic upgrading of existing RC frames by BRBs 108
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 108
A database for assisted assessment of torsional response of in-plan irregular buildings 106
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 105
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 104
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 100
A design procedure for dual eccentrically braced - moment resisting systems: theory 99
Costruire con l’acciaio 98
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 98
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 96
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 96
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 96
A design procedure for dual eccentrically braced-moment resisting systems 95
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 94
A simple procedure to design steel frames to fail in global mode 94
A seismic design method for high ductility steel frames which takes into account P-D effect 93
Il “displacement based design” e la progettazione globale di telai in acciaio 91
Influence of link models in the assessment of the seismic response of multi-storey EBFs 91
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 90
A simple procedure to design steel frames to fail in global mode 89
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 89
Cyclic pushover analysis for seismic assessment of steel MRFs 89
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 88
Aspetti innovativi dell’EC3 nella verifica di aste in parete sottile formate a freddo 88
A Seismic Design Method for High Ductility Steel Frames 88
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 88
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 87
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 87
Analisi dinamica di sistemi telaio-parete in presenza di vincoli elastici alla base 87
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 86
A global approach to the design of steel structures 85
N-M-V interation domains for box and I-sheped reinforced concrete members 84
Analisi matriciale di strutture intelaiate 84
Improvement of the model proposed by Menegotto and Pinto for steel 82
Verifica e progetto di aste in acciaio 81
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 79
Statistical Analysis of Seismic Behaviour of Steel Frames: Influence of Overstrength 79
N-M-V Interaction Domains for Box and I-Shaped Reinforced Concrete Members 79
Comparison of nonlinear static methods for the assessment of asymmetric buildings 79
Bending Moment-Shear Force Interaction Domains For Prestressed Concrete Beams 79
Effect of the DYB on the seismic response of steel concentric bracings 79
Verifica e progetto allo stato limite ultimo di pilastri in c.a. a sezione rettangolare: un metodo semplificato 78
L'acciaio per cemento armato ordinario 77
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 77
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 76
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 76
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 76
Analisi statistica della risposta dinamica di telai in acciaio: influenza della sovraresistenza 76
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 74
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 74
Seismic response of mono and bi-eccentric in-plan irregular systems 74
Il cemento armato 74
P–Δ effects in the seismic design of steel moment resisting frames 74
Il comportamento flessionale di profili sottili sagomati a freddo: indagine sperimentale 73
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 73
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 72
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 72
Il comportamento flessionale di profili sottili sagomati a freddo: ricerca teorico-sperimentale 71
Soil-foundation-superstructure interaction: effects on the superstructure 71
Analytical and numerical determination of the exact location of the optimum torsion axis 71
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 71
Il calcestruzzo 71
Punzonamento 71
Preliminary validation of a multimodal adaptive procedure 70
Analytical Formulation of M-N Domain for Rectangular R.C. Cross Sections with Asymmetrical Reinforcement 70
Modellazione del cemento armato 70
Duttilità 69
Teoria degli edifici, appendice al vol. III, tomi I e II. Telai per edifici: calcolo automatico 69
Il cemento armato. Dalle tensioni ammissibili agli stati limite: un approccio unitario 69
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 68
Behaviour of non-conforming r.c. members under compressive axial load and biaxial bending 68
Instabilità elastica di colonne a sezione aperta in parete sottile migliorata mediante precompressione 68
Teoria degli edifici, vol. III, tomo III. Telai spaziali per edifici regolari a piani rigidi 67
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 67
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 66
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 66
N-M-V domains of circular reinforced concrete cross-sections 66
Progetto di elementi strutturali in cemento armato 66
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 66
Fragility of Steel Frames with DYBs Designed in the Framework of EC8 66
Strutture intelaiate spaziali per edifici 65
On the design of tied braced frames 65
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 65
Influence of random variation of strength on seismic response of steel frames 65
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 65
Static vs. modal analysis of asymmetric buildings: effectiveness of dynamic eccentricity formulations 65
Proposta e validazione di un procedimento statico non lineare per la progettazione di strutture antisismiche ad elevata duttilità 65
Instabilità elastica di colonne di sezione aperta in parete sottile in presenza di precompressione 64
Design proposal for steel frames equipped with viscoelastic dampers 64
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 64
Normativa 63
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 63
Influenza della distribuzione della rigidezza lungo l’altezza sul comportamento sismico di telai 62
Totale 8.168
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Categoria #
all - tutte 46.086
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 46.086
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021716 0 0 0 0 326 29 118 19 88 24 80 32
2021/20221.405 187 203 12 26 216 8 210 56 136 7 41 303
2022/20232.113 204 43 29 157 207 455 17 346 540 8 80 27
2023/2024715 53 88 33 45 38 112 22 52 12 15 154 91
2024/20253.360 11 361 197 210 785 398 97 164 293 370 189 285
2025/20262.988 392 245 1.288 307 756 0 0 0 0 0 0 0
Totale 13.219