IRIS
GHERSI, Aurelio
 Distribuzione geografica
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Continente #
NA - Nord America 4.903
EU - Europa 2.484
AS - Asia 1.715
SA - Sud America 305
AF - Africa 128
Continente sconosciuto - Info sul continente non disponibili 5
OC - Oceania 5
Totale 9.545
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Nazione #
US - Stati Uniti d'America 4.656
SG - Singapore 884
IE - Irlanda 709
CN - Cina 707
UA - Ucraina 656
IT - Italia 628
BR - Brasile 281
CA - Canada 232
RU - Federazione Russa 173
CI - Costa d'Avorio 71
GB - Regno Unito 53
SE - Svezia 49
FR - Francia 48
CH - Svizzera 36
SN - Senegal 32
FI - Finlandia 20
GR - Grecia 20
IN - India 19
AT - Austria 18
DE - Germania 18
NL - Olanda 17
UZ - Uzbekistan 16
HK - Hong Kong 11
IR - Iran 11
MX - Messico 11
PL - Polonia 9
VN - Vietnam 9
ID - Indonesia 7
IQ - Iraq 7
LB - Libano 7
TR - Turchia 7
NG - Nigeria 6
AR - Argentina 5
BG - Bulgaria 5
EU - Europa 5
JP - Giappone 5
MA - Marocco 5
ZA - Sudafrica 5
EC - Ecuador 4
RO - Romania 4
AM - Armenia 3
AU - Australia 3
CO - Colombia 3
KE - Kenya 3
KR - Corea 3
PE - Perù 3
PK - Pakistan 3
UY - Uruguay 3
VE - Venezuela 3
AL - Albania 2
BD - Bangladesh 2
BY - Bielorussia 2
DK - Danimarca 2
EG - Egitto 2
HU - Ungheria 2
JO - Giordania 2
LU - Lussemburgo 2
NP - Nepal 2
NZ - Nuova Zelanda 2
PY - Paraguay 2
RS - Serbia 2
TH - Thailandia 2
TN - Tunisia 2
AD - Andorra 1
AE - Emirati Arabi Uniti 1
AZ - Azerbaigian 1
BE - Belgio 1
BO - Bolivia 1
DZ - Algeria 1
GE - Georgia 1
GH - Ghana 1
GL - Groenlandia 1
GT - Guatemala 1
HR - Croazia 1
JM - Giamaica 1
LT - Lituania 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
PS - Palestinian Territory 1
PT - Portogallo 1
SA - Arabia Saudita 1
SK - Slovacchia (Repubblica Slovacca) 1
Totale 9.545
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Città #
Santa Clara 986
Dublin 706
Chandler 653
Jacksonville 625
Singapore 477
Boardman 261
Nanjing 235
Andover 193
Lawrence 191
Cambridge 187
Toronto 184
Civitanova Marche 147
San Mateo 110
Ashburn 109
Des Moines 93
Catania 90
Chicago 84
Houston 83
Wilmington 76
Abidjan 71
Nanchang 69
Shenyang 60
Hebei 55
Changsha 46
Saint Petersburg 41
Ottawa 40
Council Bluffs 39
Jiaxing 36
Tianjin 35
Dakar 32
The Dalles 24
Redmond 21
Norwalk 18
Helsinki 16
Naples 16
Seattle 16
Milan 15
Moscow 15
São Paulo 15
Rome 14
Belo Horizonte 12
Pune 12
Hong Kong 11
Jinan 10
Liberty Lake 10
Los Angeles 10
Falls Church 9
Guangzhou 9
Hangzhou 9
Milazzo 9
New York 9
Zhengzhou 9
Amsterdam 8
Den Haag 8
Dong Ket 8
Paris 8
Rio de Janeiro 8
Edinburgh 7
Hefei 7
Messina 7
Abuja 6
Beijing 6
Duncan 6
Kunming 6
Ningbo 6
Redwood City 6
Riva del Garda 6
Taizhou 6
Vienna 6
Bolzano 5
Brasília 5
Brooklyn 5
Florence 5
Frankfurt Am Main 5
Lanzhou 5
Lausanne 5
Phoenix 5
Richmond 5
Tremestieri Etneo 5
Vicenza 5
Washington 5
Ann Arbor 4
Athens 4
Bangalore 4
Campinas 4
Curitiba 4
Genoa 4
Lentini 4
Padova 4
Palermo 4
Perugia 4
Porto Alegre 4
Princeton 4
Serra 4
Shanghai 4
Surabaya 4
Tokyo 4
Turin 4
Udine 4
Véry 4
Totale 6.554
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Nome #
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 114
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 110
La validazione del calcolo strutturale eseguito con il computer 103
Il martellamento tra edifici adiacenti: comportamento di strutture spaziali dissimmetriche 100
A capacity design procedure for columns of steel structures with diagonals braces 91
Costruire con l’acciaio 89
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 79
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 78
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 76
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 74
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 74
A design procedure for seismic upgrading of existing RC frames by BRBs 74
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 74
Influence of link models in the assessment of the seismic response of multi-storey EBFs 73
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 72
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 72
A seismic design method for high ductility steel frames which takes into account P-D effect 71
A global approach to the design of steel frames 70
A design procedure for dual eccentrically braced - moment resisting systems: theory 70
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 70
Improvement of the model proposed by Menegotto and Pinto for steel 70
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 70
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 69
A design procedure for dual eccentrically braced-moment resisting systems 68
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 68
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 67
Il “displacement based design” e la progettazione globale di telai in acciaio 67
A database for assisted assessment of torsional response of in-plan irregular buildings 67
N-M-V interation domains for box and I-sheped reinforced concrete members 66
N-M-V Interaction Domains for Box and I-Shaped Reinforced Concrete Members 66
L'acciaio per cemento armato ordinario 66
Cyclic pushover analysis for seismic assessment of steel MRFs 66
Aspetti innovativi dell’EC3 nella verifica di aste in parete sottile formate a freddo 65
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 64
Analisi dinamica di sistemi telaio-parete in presenza di vincoli elastici alla base 64
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 63
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 63
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 63
Comparison of nonlinear static methods for the assessment of asymmetric buildings 62
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 62
A simple procedure to design steel frames to fail in global mode 62
A simple procedure to design steel frames to fail in global mode 62
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 62
Verifica e progetto allo stato limite ultimo di pilastri in c.a. a sezione rettangolare: un metodo semplificato 62
Analisi statistica della risposta dinamica di telai in acciaio: influenza della sovraresistenza 61
Seismic response of mono and bi-eccentric in-plan irregular systems 60
A Seismic Design Method for High Ductility Steel Frames 60
Effect of the DYB on the seismic response of steel concentric bracings 60
Analisi matriciale di strutture intelaiate 60
Il comportamento flessionale di profili sottili sagomati a freddo: indagine sperimentale 59
Teoria degli edifici, vol. III, tomo III. Telai spaziali per edifici regolari a piani rigidi 59
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 59
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 58
Bending Moment-Shear Force Interaction Domains For Prestressed Concrete Beams 58
Il cemento armato 58
A global approach to the design of steel structures 58
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 57
Statistical Analysis of Seismic Behaviour of Steel Frames: Influence of Overstrength 57
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 57
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 56
Analytical and numerical determination of the exact location of the optimum torsion axis 56
Il calcestruzzo 56
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 56
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 56
Verifica e progetto di aste in acciaio 55
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 55
Analytical Formulation of M-N Domain for Rectangular R.C. Cross Sections with Asymmetrical Reinforcement 55
Teoria degli edifici, appendice al vol. III, tomi I e II. Telai per edifici: calcolo automatico 55
Static vs. modal analysis of asymmetric buildings: effectiveness of dynamic eccentricity formulations 55
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 55
Duttilità 54
Influence of random variation of strength on seismic response of steel frames 54
Il cemento armato. Dalle tensioni ammissibili agli stati limite: un approccio unitario 54
Il comportamento flessionale di profili sottili sagomati a freddo: ricerca teorico-sperimentale 53
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 53
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 53
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 53
Proposta e validazione di un procedimento statico non lineare per la progettazione di strutture antisismiche ad elevata duttilità 53
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 52
Fattore di struttura per telai con controventi ad instabilità impedita 52
Instabilità elastica di colonne a sezione aperta in parete sottile migliorata mediante precompressione 52
Modellazione del cemento armato 52
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 52
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 52
Behaviour of non-conforming r.c. members under compressive axial load and biaxial bending 51
Preliminary validation of a multimodal adaptive procedure 51
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 51
Corrective Eccentricities for the Evaluation of the Seismic Response of One- Storey Asymmetric Systems by Nonlinear Static Analysis 51
Soil-foundation-superstructure interaction: effects on the superstructure 50
Efficacia delle eccentricità correttive nel progetto di edifici multipiano planimetricamente irregolari: metodologia ed applicazione ad un caso reale 50
Confronto tra le prestazioni sismiche di telai con controventi a V ed a diagonale tesa attiva 50
Soil-foundation-superstructure interaction: effects on the soil 50
Punzonamento 50
Thin-walled sections in round-house type material: a simulation model 50
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 50
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 50
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 49
Progetto di elementi strutturali in cemento armato 49
Normativa 49
Soil-foundation-superstructure interaction: effects on soil 49
Totale 6.228
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Categoria #
all - tutte 36.111
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 36.111
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020222 0 0 0 0 0 0 0 0 0 0 134 88
2020/2021997 7 122 134 18 326 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
2024/20252.958 11 361 197 210 785 398 97 164 293 370 72 0
Totale 9.829