IRIS
GHERSI, Aurelio
 Distribuzione geografica
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Continente #
NA - Nord America 5.090
EU - Europa 2.525
AS - Asia 1.904
SA - Sud America 454
AF - Africa 149
Continente sconosciuto - Info sul continente non disponibili 5
OC - Oceania 5
Totale 10.132
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Nazione #
US - Stati Uniti d'America 4.828
SG - Singapore 964
CN - Cina 755
IE - Irlanda 709
UA - Ucraina 656
IT - Italia 630
BR - Brasile 418
CA - Canada 241
RU - Federazione Russa 178
GB - Regno Unito 72
CI - Costa d'Avorio 71
SE - Svezia 51
FR - Francia 50
CH - Svizzera 36
SN - Senegal 33
IN - India 26
FI - Finlandia 21
GR - Grecia 20
AT - Austria 18
DE - Germania 18
NL - Olanda 18
UZ - Uzbekistan 18
VN - Vietnam 16
KR - Corea 14
MX - Messico 14
ZA - Sudafrica 14
BD - Bangladesh 12
IQ - Iraq 12
TR - Turchia 12
HK - Hong Kong 11
IR - Iran 11
PL - Polonia 11
AR - Argentina 8
EC - Ecuador 8
JP - Giappone 8
KE - Kenya 8
LB - Libano 8
MA - Marocco 8
ID - Indonesia 7
NG - Nigeria 7
BG - Bulgaria 5
ES - Italia 5
EU - Europa 5
PK - Pakistan 5
VE - Venezuela 5
CO - Colombia 4
RO - Romania 4
UY - Uruguay 4
AM - Armenia 3
AU - Australia 3
AZ - Azerbaigian 3
EG - Egitto 3
JM - Giamaica 3
JO - Giordania 3
NP - Nepal 3
PE - Perù 3
RS - Serbia 3
AL - Albania 2
BY - Bielorussia 2
DK - Danimarca 2
HU - Ungheria 2
LT - Lituania 2
LU - Lussemburgo 2
NZ - Nuova Zelanda 2
PY - Paraguay 2
SA - Arabia Saudita 2
TH - Thailandia 2
TN - Tunisia 2
AD - Andorra 1
AE - Emirati Arabi Uniti 1
AF - Afghanistan, Repubblica islamica di 1
BE - Belgio 1
BH - Bahrain 1
BO - Bolivia 1
CL - Cile 1
DZ - Algeria 1
ET - Etiopia 1
GE - Georgia 1
GH - Ghana 1
GL - Groenlandia 1
GT - Guatemala 1
HN - Honduras 1
HR - Croazia 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
SK - Slovacchia (Repubblica Slovacca) 1
SY - Repubblica araba siriana 1
Totale 10.132
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Città #
Santa Clara 989
Dublin 706
Chandler 653
Jacksonville 625
Singapore 557
Boardman 261
Nanjing 235
Andover 193
Lawrence 191
Cambridge 187
Toronto 185
Civitanova Marche 147
Ashburn 119
San Mateo 110
Des Moines 93
Catania 91
Chicago 88
Houston 84
Wilmington 76
Abidjan 71
Nanchang 69
Shenyang 60
Hebei 55
Changsha 46
Saint Petersburg 41
Ottawa 40
Council Bluffs 39
Jiaxing 36
Tianjin 35
Beijing 34
Dakar 33
Hefei 25
São Paulo 25
The Dalles 24
Columbus 23
Redmond 21
Norwalk 18
Belo Horizonte 17
Helsinki 16
Naples 16
New York 16
Seattle 16
Milan 15
Moscow 15
Rome 14
Seoul 14
Los Angeles 13
Pune 12
Hong Kong 11
Jinan 10
Liberty Lake 10
Phoenix 10
Rio de Janeiro 10
Brooklyn 9
Falls Church 9
Guangzhou 9
Hangzhou 9
Milazzo 9
Paris 9
San Francisco 9
Zhengzhou 9
Amsterdam 8
Den Haag 8
Dong Ket 8
Brasília 7
Charlotte 7
Curitiba 7
Edinburgh 7
Messina 7
Porto Alegre 7
Richmond 7
Washington 7
Abuja 6
Casablanca 6
Duncan 6
Johannesburg 6
Kunming 6
Ningbo 6
Redwood City 6
Riva del Garda 6
Taizhou 6
Vienna 6
Baghdad 5
Betim 5
Bolzano 5
Boston 5
Campinas 5
Florence 5
Frankfurt Am Main 5
Goiânia 5
Juiz de Fora 5
Lanzhou 5
Lausanne 5
Nairobi 5
Tokyo 5
Tremestieri Etneo 5
Vicenza 5
Ann Arbor 4
Athens 4
Bangalore 4
Totale 6.799
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Nome #
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 117
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 117
La validazione del calcolo strutturale eseguito con il computer 106
Il martellamento tra edifici adiacenti: comportamento di strutture spaziali dissimmetriche 101
A capacity design procedure for columns of steel structures with diagonals braces 94
Costruire con l’acciaio 91
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 83
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 82
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 81
A seismic design method for high ductility steel frames which takes into account P-D effect 78
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 78
Influence of link models in the assessment of the seismic response of multi-storey EBFs 77
A design procedure for seismic upgrading of existing RC frames by BRBs 77
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 76
A global approach to the design of steel frames 76
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 76
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 75
A design procedure for dual eccentrically braced - moment resisting systems: theory 75
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 75
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 75
Improvement of the model proposed by Menegotto and Pinto for steel 74
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 72
Il “displacement based design” e la progettazione globale di telai in acciaio 71
A design procedure for dual eccentrically braced-moment resisting systems 71
A database for assisted assessment of torsional response of in-plan irregular buildings 71
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 71
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 70
N-M-V interation domains for box and I-sheped reinforced concrete members 70
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 70
Cyclic pushover analysis for seismic assessment of steel MRFs 69
Aspetti innovativi dell’EC3 nella verifica di aste in parete sottile formate a freddo 68
N-M-V Interaction Domains for Box and I-Shaped Reinforced Concrete Members 68
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 67
Comparison of nonlinear static methods for the assessment of asymmetric buildings 67
A simple procedure to design steel frames to fail in global mode 67
Analisi dinamica di sistemi telaio-parete in presenza di vincoli elastici alla base 66
L'acciaio per cemento armato ordinario 66
Analisi statistica della risposta dinamica di telai in acciaio: influenza della sovraresistenza 66
Analisi matriciale di strutture intelaiate 66
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 65
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 65
A simple procedure to design steel frames to fail in global mode 65
Verifica e progetto allo stato limite ultimo di pilastri in c.a. a sezione rettangolare: un metodo semplificato 65
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints 64
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 64
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 63
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 63
A Seismic Design Method for High Ductility Steel Frames 63
Effect of the DYB on the seismic response of steel concentric bracings 63
Teoria degli edifici, vol. III, tomo III. Telai spaziali per edifici regolari a piani rigidi 62
Seismic response of mono and bi-eccentric in-plan irregular systems 62
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 62
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 62
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 62
A global approach to the design of steel structures 62
Statistical Analysis of Seismic Behaviour of Steel Frames: Influence of Overstrength 61
Il comportamento flessionale di profili sottili sagomati a freddo: indagine sperimentale 60
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 60
Il cemento armato. Dalle tensioni ammissibili agli stati limite: un approccio unitario 60
Bending Moment-Shear Force Interaction Domains For Prestressed Concrete Beams 60
Il cemento armato 60
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 59
Analytical and numerical determination of the exact location of the optimum torsion axis 59
Analytical Formulation of M-N Domain for Rectangular R.C. Cross Sections with Asymmetrical Reinforcement 59
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 58
Duttilità 58
Il calcestruzzo 58
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 58
Verifica e progetto di aste in acciaio 57
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 57
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 57
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 57
Il comportamento flessionale di profili sottili sagomati a freddo: ricerca teorico-sperimentale 56
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 56
Influence of random variation of strength on seismic response of steel frames 56
Preliminary validation of a multimodal adaptive procedure 56
Teoria degli edifici, appendice al vol. III, tomi I e II. Telai per edifici: calcolo automatico 56
Static vs. modal analysis of asymmetric buildings: effectiveness of dynamic eccentricity formulations 56
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 56
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 56
Efficacia delle eccentricità correttive nel progetto di edifici multipiano planimetricamente irregolari: metodologia ed applicazione ad un caso reale 55
Modellazione del cemento armato 55
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 55
Proposta e validazione di un procedimento statico non lineare per la progettazione di strutture antisismiche ad elevata duttilità 55
Soil-foundation-superstructure interaction: effects on the superstructure 54
Fattore di struttura per telai con controventi ad instabilità impedita 54
Behaviour of non-conforming r.c. members under compressive axial load and biaxial bending 54
Thin-walled sections in round-house type material: a simulation model 54
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 54
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 54
From one-storey to multi-storey asymmetric systems: conceptual differences and problems 53
Confronto tra le prestazioni sismiche di telai con controventi a V ed a diagonale tesa attiva 53
Instabilità elastica di colonne a sezione aperta in parete sottile migliorata mediante precompressione 53
Punzonamento 53
Normativa 53
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 53
Corrective Eccentricities for the Evaluation of the Seismic Response of One- Storey Asymmetric Systems by Nonlinear Static Analysis 53
Experimental tests of reinforced concrete buildings and ENEA DySCo Virtual Labora-tory 52
Soil-foundation-superstructure interaction: effects on the soil 52
Progetto di elementi strutturali in cemento armato 52
Totale 6.549
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Categoria #
all - tutte 38.368
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 38.368
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2024/20253.360 11 361 197 210 785 398 97 164 293 370 189 285
2025/2026185 185 0 0 0 0 0 0 0 0 0 0 0
Totale 10.416