IRIS
GHERSI, Aurelio
 Distribuzione geografica
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Continente #
NA - Nord America 7.489
AS - Asia 3.800
EU - Europa 3.738
SA - Sud America 725
AF - Africa 335
Continente sconosciuto - Info sul continente non disponibili 5
OC - Oceania 5
Totale 16.097
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Nazione #
US - Stati Uniti d'America 7.167
SG - Singapore 1.990
RU - Federazione Russa 1.034
CN - Cina 1.023
IE - Irlanda 710
IT - Italia 675
UA - Ucraina 666
BR - Brasile 616
VN - Vietnam 300
CA - Canada 264
FR - Francia 237
CI - Costa d'Avorio 126
KR - Corea 120
GB - Regno Unito 98
NG - Nigeria 84
SE - Svezia 58
IN - India 57
HK - Hong Kong 41
MX - Messico 38
ZA - Sudafrica 38
AR - Argentina 37
BD - Bangladesh 36
CH - Svizzera 36
IQ - Iraq 35
DE - Germania 33
SN - Senegal 33
NL - Olanda 31
PL - Polonia 27
UZ - Uzbekistan 23
FI - Finlandia 21
GR - Grecia 21
TR - Turchia 21
ID - Indonesia 20
AT - Austria 19
ES - Italia 19
IR - Iran 19
EC - Ecuador 18
JP - Giappone 18
PK - Pakistan 17
CO - Colombia 13
KE - Kenya 13
MA - Marocco 13
LB - Libano 10
PY - Paraguay 9
TN - Tunisia 9
VE - Venezuela 9
JO - Giordania 8
BG - Bulgaria 7
EG - Egitto 7
LT - Lituania 7
PE - Perù 7
PH - Filippine 7
RO - Romania 7
SA - Arabia Saudita 7
UY - Uruguay 7
AZ - Azerbaigian 6
NP - Nepal 6
EU - Europa 5
IL - Israele 5
MY - Malesia 5
RS - Serbia 5
AE - Emirati Arabi Uniti 4
CL - Cile 4
JM - Giamaica 4
MK - Macedonia 4
PA - Panama 4
AL - Albania 3
AM - Armenia 3
AU - Australia 3
BJ - Benin 3
BO - Bolivia 3
BY - Bielorussia 3
HN - Honduras 3
HU - Ungheria 3
TH - Thailandia 3
BE - Belgio 2
BH - Bahrain 2
CR - Costa Rica 2
DK - Danimarca 2
DZ - Algeria 2
ET - Etiopia 2
GE - Georgia 2
GT - Guatemala 2
GY - Guiana 2
LU - Lussemburgo 2
LY - Libia 2
NZ - Nuova Zelanda 2
OM - Oman 2
PS - Palestinian Territory 2
TT - Trinidad e Tobago 2
AD - Andorra 1
AF - Afghanistan, Repubblica islamica di 1
CZ - Repubblica Ceca 1
DM - Dominica 1
DO - Repubblica Dominicana 1
GA - Gabon 1
GH - Ghana 1
GL - Groenlandia 1
GN - Guinea 1
HR - Croazia 1
Totale 16.085
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Città #
Dallas 1.222
Singapore 1.069
Santa Clara 1.002
Dublin 707
Chandler 654
Jacksonville 626
San Jose 431
Moscow 399
Ashburn 337
Boardman 261
Nanjing 235
Andover 193
Lawrence 191
Toronto 189
Cambridge 187
Lauterbourg 166
Civitanova Marche 147
Abidjan 126
Seoul 119
San Mateo 110
Ho Chi Minh City 105
Catania 101
Chicago 93
Des Moines 93
Beijing 91
Houston 89
Hefei 79
Wilmington 76
Los Angeles 74
Nanchang 69
Hanoi 64
Shenyang 60
Council Bluffs 59
Hebei 55
Changsha 46
Lagos 43
Saint Petersburg 41
Ottawa 40
São Paulo 40
Abuja 37
Hong Kong 37
Jiaxing 36
New York 36
Tianjin 35
Dakar 33
Buffalo 27
Columbus 24
The Dalles 24
Belo Horizonte 22
Redmond 21
Brooklyn 20
Johannesburg 20
Warsaw 20
Baghdad 19
Norwalk 18
Phoenix 18
Seattle 18
Milan 17
Naples 17
Amsterdam 16
Helsinki 16
Orem 16
Redondo Beach 16
Rome 16
Tokyo 15
Boston 14
Rio de Janeiro 14
Haiphong 13
Denver 12
Montreal 12
Pune 12
Stockholm 11
Atlanta 10
Charlotte 10
Guangzhou 10
Jinan 10
Liberty Lake 10
Paris 10
Porto Alegre 10
San Francisco 10
Brasília 9
Chennai 9
Falls Church 9
Hangzhou 9
Milazzo 9
Nairobi 9
Tashkent 9
Zhengzhou 9
Amman 8
Curitiba 8
Den Haag 8
Dong Ket 8
Goiânia 8
London 8
Richmond 8
Tehran 8
Da Nang 7
Edinburgh 7
Messina 7
Quito 7
Totale 10.615
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Nome #
A capacity design procedure for columns of steel structures with diagonals braces 159
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 157
A database for assisted assessment of torsional response of in-plan irregular buildings 150
A design procedure for seismic upgrading of existing RC frames by BRBs 148
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 142
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 142
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 141
Il martellamento tra edifici adiacenti: comportamento di strutture spaziali dissimmetriche 139
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 135
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 135
A global approach to the design of steel frames 134
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 134
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 131
La validazione del calcolo strutturale eseguito con il computer 130
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 129
A design procedure for dual eccentrically braced - moment resisting systems: theory 128
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 128
A design procedure for dual eccentrically braced-moment resisting systems 125
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 124
A simple procedure to design steel frames to fail in global mode 123
A seismic design method for high ductility steel frames which takes into account P-D effect 122
Influence of link models in the assessment of the seismic response of multi-storey EBFs 121
A Seismic Design Method for High Ductility Steel Frames 120
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 116
A simple procedure to design steel frames to fail in global mode 115
Il “displacement based design” e la progettazione globale di telai in acciaio 114
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 114
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 114
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 114
Cyclic pushover analysis for seismic assessment of steel MRFs 114
Analisi dinamica di sistemi telaio-parete in presenza di vincoli elastici alla base 113
Analisi matriciale di strutture intelaiate 110
Costruire con l’acciaio 107
A global approach to the design of steel structures 107
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 105
Bending Moment-Shear Force Interaction Domains For Prestressed Concrete Beams 105
Effect of the DYB on the seismic response of steel concentric bracings 105
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 104
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 104
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 102
Improvement of the model proposed by Menegotto and Pinto for steel 102
Aspetti innovativi dell’EC3 nella verifica di aste in parete sottile formate a freddo 100
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 100
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 98
Comparison of nonlinear static methods for the assessment of asymmetric buildings 97
N-M-V Interaction Domains for Box and I-Shaped Reinforced Concrete Members 96
N-M-V interation domains for box and I-sheped reinforced concrete members 95
Analisi statistica della risposta dinamica di telai in acciaio: influenza della sovraresistenza 95
Verifica e progetto allo stato limite ultimo di pilastri in c.a. a sezione rettangolare: un metodo semplificato 94
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 93
P–Δ effects in the seismic design of steel moment resisting frames 93
Verifica e progetto di aste in acciaio 92
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 92
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 92
Influenza della distribuzione della rigidezza lungo l’altezza sul comportamento sismico di telai 91
Statistical Analysis of Seismic Behaviour of Steel Frames: Influence of Overstrength 91
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 91
Instabilità elastica di colonne a sezione aperta in parete sottile migliorata mediante precompressione 91
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 90
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 90
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 90
Seismic response of mono and bi-eccentric in-plan irregular systems 89
L'acciaio per cemento armato ordinario 88
Il comportamento flessionale di profili sottili sagomati a freddo: ricerca teorico-sperimentale 87
Il comportamento flessionale di profili sottili sagomati a freddo: indagine sperimentale 87
Analytical and numerical determination of the exact location of the optimum torsion axis 87
Il cemento armato 87
Fragility of Steel Frames with DYBs Designed in the Framework of EC8 87
Instabilità elastica di colonne di sezione aperta in parete sottile in presenza di precompressione 85
Teoria degli edifici, appendice al vol. III, tomi I e II. Telai per edifici: calcolo automatico 85
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 85
Influence of random variation of strength on seismic response of steel frames 84
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 84
Preliminary validation of a multimodal adaptive procedure 84
Il calcestruzzo 84
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 84
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 83
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 83
Design proposal for steel frames equipped with viscoelastic dampers 83
Duttilità 82
Behaviour of non-conforming r.c. members under compressive axial load and biaxial bending 82
Static vs. modal analysis of asymmetric buildings: effectiveness of dynamic eccentricity formulations 82
Soil-foundation-superstructure interaction: effects on the superstructure 81
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 81
Teoria degli edifici, vol. III, tomo III. Telai spaziali per edifici regolari a piani rigidi 81
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 81
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 81
Soil-foundation-superstructure interaction: effects on the soil 80
Analytical Formulation of M-N Domain for Rectangular R.C. Cross Sections with Asymmetrical Reinforcement 80
Punzonamento 80
Il cemento armato. Dalle tensioni ammissibili agli stati limite: un approccio unitario 79
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 79
Force displacement relationship for r/c members in seismic design 78
N-M-V domains of circular reinforced concrete cross-sections 78
Progetto di elementi strutturali in cemento armato 78
Modellazione del cemento armato 78
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 77
From one-storey to multi-storey asymmetric systems: conceptual differences and problems 77
Efficacia delle eccentricità correttive nel progetto di edifici multipiano planimetricamente irregolari: metodologia ed applicazione ad un caso reale 77
Proposta e validazione di un procedimento statico non lineare per la progettazione di strutture antisismiche ad elevata duttilità 77
Totale 10.138
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Categoria #
all - tutte 51.997
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 51.997
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021136 0 0 0 0 0 0 0 0 0 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
2025/20266.150 392 245 1.288 307 1.111 1.135 927 102 406 237 0 0
Totale 16.381