IRIS
GHERSI, Aurelio
 Distribuzione geografica
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Continente #
NA - Nord America 7.950
AS - Asia 3.864
EU - Europa 3.799
SA - Sud America 747
AF - Africa 335
Continente sconosciuto - Info sul continente non disponibili 289
OC - Oceania 5
Totale 16.989
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Nazione #
US - Stati Uniti d'America 7.585
SG - Singapore 2.014
RU - Federazione Russa 1.034
CN - Cina 1.031
IT - Italia 715
IE - Irlanda 710
UA - Ucraina 667
BR - Brasile 623
VN - Vietnam 305
CA - Canada 282
FR - Francia 239
CI - Costa d'Avorio 126
KR - Corea 121
GB - Regno Unito 99
NG - Nigeria 84
SE - Svezia 69
IN - India 57
BD - Bangladesh 55
MX - Messico 43
HK - Hong Kong 41
AR - Argentina 39
ZA - Sudafrica 38
CH - Svizzera 36
IQ - Iraq 36
DE - Germania 33
SN - Senegal 33
NL - Olanda 32
PL - Polonia 27
EC - Ecuador 23
ES - Italia 23
UZ - Uzbekistan 23
FI - Finlandia 21
GR - Grecia 21
TR - Turchia 21
ID - Indonesia 20
AT - Austria 19
IR - Iran 19
JP - Giappone 19
PK - Pakistan 17
CO - Colombia 14
KE - Kenya 13
MA - Marocco 13
VE - Venezuela 12
LB - Libano 10
PE - Perù 10
JM - Giamaica 9
PY - Paraguay 9
TN - Tunisia 9
CR - Costa Rica 8
JO - Giordania 8
RO - Romania 8
BG - Bulgaria 7
EG - Egitto 7
LT - Lituania 7
MY - Malesia 7
PH - Filippine 7
SA - Arabia Saudita 7
UY - Uruguay 7
AZ - Azerbaigian 6
HN - Honduras 6
NP - Nepal 6
EU - Europa 5
IL - Israele 5
RS - Serbia 5
TH - Thailandia 5
AE - Emirati Arabi Uniti 4
AM - Armenia 4
BO - Bolivia 4
CL - Cile 4
MK - Macedonia 4
PA - Panama 4
TT - Trinidad e Tobago 4
AL - Albania 3
AU - Australia 3
BJ - Benin 3
BY - Bielorussia 3
GT - Guatemala 3
HU - Ungheria 3
BE - Belgio 2
BH - Bahrain 2
DK - Danimarca 2
DO - Repubblica Dominicana 2
DZ - Algeria 2
ET - Etiopia 2
GE - Georgia 2
GY - Guiana 2
LU - Lussemburgo 2
LY - Libia 2
NI - Nicaragua 2
NZ - Nuova Zelanda 2
OM - Oman 2
PS - Palestinian Territory 2
AD - Andorra 1
AF - Afghanistan, Repubblica islamica di 1
CZ - Repubblica Ceca 1
DM - Dominica 1
GA - Gabon 1
GH - Ghana 1
GL - Groenlandia 1
GN - Guinea 1
Totale 16.692
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Città #
Dallas 1.230
Singapore 1.070
Santa Clara 1.028
Dublin 707
Chandler 654
Jacksonville 626
San Jose 609
Moscow 399
Ashburn 351
Boardman 261
Nanjing 235
Andover 193
Lawrence 191
Toronto 191
Cambridge 187
Lauterbourg 166
Civitanova Marche 147
Council Bluffs 134
Abidjan 126
Seoul 119
San Mateo 110
Ho Chi Minh City 106
Catania 104
Chicago 95
Beijing 94
Des Moines 93
Houston 90
Hefei 79
Los Angeles 77
Wilmington 76
Nanchang 69
Hanoi 66
Shenyang 60
Hebei 55
Changsha 46
New York 45
Lagos 43
Saint Petersburg 41
Ottawa 40
São Paulo 40
Abuja 37
Hong Kong 37
Jiaxing 36
Tianjin 35
Dakar 33
Buffalo 28
Columbus 25
Phoenix 24
The Dalles 24
Belo Horizonte 22
Rome 22
Brooklyn 21
Redmond 21
Baghdad 20
Johannesburg 20
Milan 20
Warsaw 20
Naples 18
Norwalk 18
Seattle 18
Amsterdam 16
Helsinki 16
Montreal 16
Orem 16
Redondo Beach 16
Rio de Janeiro 15
Tokyo 15
Boston 14
Haiphong 13
Denver 12
Porto Alegre 12
Pune 12
Charlotte 11
Stockholm 11
Atlanta 10
Guangzhou 10
Jinan 10
Liberty Lake 10
Paris 10
Quito 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
Dhaka 8
Dong Ket 8
Goiânia 8
London 8
Richmond 8
Tehran 8
Washington 8
Da Nang 7
Totale 10.976
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Nome #
A capacity design procedure for columns of steel structures with diagonals braces 167
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 159
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 156
A database for assisted assessment of torsional response of in-plan irregular buildings 155
A design procedure for seismic upgrading of existing RC frames by BRBs 151
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 148
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 148
Il martellamento tra edifici adiacenti: comportamento di strutture spaziali dissimmetriche 141
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 141
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 138
A global approach to the design of steel frames 137
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 137
La validazione del calcolo strutturale eseguito con il computer 135
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 134
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 134
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 131
A design procedure for dual eccentrically braced - moment resisting systems: theory 130
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 130
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 127
A design procedure for dual eccentrically braced-moment resisting systems 127
A simple procedure to design steel frames to fail in global mode 127
A Seismic Design Method for High Ductility Steel Frames 126
A seismic design method for high ductility steel frames which takes into account P-D effect 125
Influence of link models in the assessment of the seismic response of multi-storey EBFs 123
A simple procedure to design steel frames to fail in global mode 120
Analisi dinamica di sistemi telaio-parete in presenza di vincoli elastici alla base 118
Il “displacement based design” e la progettazione globale di telai in acciaio 117
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 117
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 117
Cyclic pushover analysis for seismic assessment of steel MRFs 117
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 116
Analisi matriciale di strutture intelaiate 114
Bending Moment-Shear Force Interaction Domains For Prestressed Concrete Beams 112
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 111
Costruire con l’acciaio 111
A global approach to the design of steel structures 111
Influenza della distribuzione della rigidezza lungo l’altezza sul comportamento sismico di telai 110
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 110
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 110
Effect of the DYB on the seismic response of steel concentric bracings 109
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 108
Improvement of the model proposed by Menegotto and Pinto for steel 105
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 105
Aspetti innovativi dell’EC3 nella verifica di aste in parete sottile formate a freddo 102
Comparison of nonlinear static methods for the assessment of asymmetric buildings 102
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 102
N-M-V interation domains for box and I-sheped reinforced concrete members 101
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 100
N-M-V Interaction Domains for Box and I-Shaped Reinforced Concrete Members 100
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 98
Analisi statistica della risposta dinamica di telai in acciaio: influenza della sovraresistenza 98
P–Δ effects in the seismic design of steel moment resisting frames 96
Instabilità elastica di colonne a sezione aperta in parete sottile migliorata mediante precompressione 95
Verifica e progetto allo stato limite ultimo di pilastri in c.a. a sezione rettangolare: un metodo semplificato 95
Verifica e progetto di aste in acciaio 94
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 94
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 94
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 94
Statistical Analysis of Seismic Behaviour of Steel Frames: Influence of Overstrength 93
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 93
Fragility of Steel Frames with DYBs Designed in the Framework of EC8 93
Il comportamento flessionale di profili sottili sagomati a freddo: ricerca teorico-sperimentale 92
Seismic response of mono and bi-eccentric in-plan irregular systems 92
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 92
Il comportamento flessionale di profili sottili sagomati a freddo: indagine sperimentale 91
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 91
L'acciaio per cemento armato ordinario 90
Il cemento armato 90
Analytical and numerical determination of the exact location of the optimum torsion axis 89
Influence of random variation of strength on seismic response of steel frames 88
Preliminary validation of a multimodal adaptive procedure 88
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 88
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 87
Instabilità elastica di colonne di sezione aperta in parete sottile in presenza di precompressione 87
Progetto di elementi strutturali in cemento armato 87
Teoria degli edifici, appendice al vol. III, tomi I e II. Telai per edifici: calcolo automatico 87
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 87
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 86
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 86
Il calcestruzzo 86
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 86
Design proposal for steel frames equipped with viscoelastic dampers 86
Static vs. modal analysis of asymmetric buildings: effectiveness of dynamic eccentricity formulations 86
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 85
Behaviour of non-conforming r.c. members under compressive axial load and biaxial bending 84
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 83
Duttilità 83
Soil-foundation-superstructure interaction: effects on the soil 83
Teoria degli edifici, vol. III, tomo III. Telai spaziali per edifici regolari a piani rigidi 83
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 83
Soil-foundation-superstructure interaction: effects on the superstructure 82
Modellazione del cemento armato 82
Punzonamento 82
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 81
From one-storey to multi-storey asymmetric systems: conceptual differences and problems 81
Analytical Formulation of M-N Domain for Rectangular R.C. Cross Sections with Asymmetrical Reinforcement 81
Il cemento armato. Dalle tensioni ammissibili agli stati limite: un approccio unitario 81
Efficacia delle eccentricità correttive nel progetto di edifici multipiano planimetricamente irregolari: metodologia ed applicazione ad un caso reale 80
N-M-V domains of circular reinforced concrete cross-sections 80
Force displacement relationship for r/c members in seismic design 79
Totale 10.544
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Categoria #
all - tutte 58.978
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 58.978
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20221.015 0 0 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
2025/20266.499 392 245 1.288 307 1.111 1.135 927 102 406 295 127 164
2026/2027259 82 169 8 0 0 0 0 0 0 0 0 0
Totale 16.989