IRIS
GHERSI, Aurelio
 Distribuzione geografica
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Continente #
NA - Nord America 3.278
EU - Europa 2.223
AS - Asia 719
AF - Africa 110
Continente sconosciuto - Info sul continente non disponibili 5
OC - Oceania 5
SA - Sud America 3
Totale 6.343
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Nazione #
US - Stati Uniti d'America 3.045
IE - Irlanda 709
UA - Ucraina 651
CN - Cina 641
IT - Italia 407
CA - Canada 230
RU - Federazione Russa 167
CI - Costa d'Avorio 71
GB - Regno Unito 49
SE - Svezia 49
FR - Francia 46
CH - Svizzera 36
SN - Senegal 31
GR - Grecia 20
AT - Austria 17
IN - India 16
DE - Germania 14
NL - Olanda 14
UZ - Uzbekistan 14
FI - Finlandia 12
IR - Iran 10
PL - Polonia 8
VN - Vietnam 8
ID - Indonesia 6
LB - Libano 6
NG - Nigeria 6
BG - Bulgaria 5
EU - Europa 5
SG - Singapore 5
RO - Romania 4
AU - Australia 3
JP - Giappone 3
KR - Corea 3
DK - Danimarca 2
HU - Ungheria 2
LU - Lussemburgo 2
MX - Messico 2
NZ - Nuova Zelanda 2
TH - Thailandia 2
AD - Andorra 1
AL - Albania 1
AM - Armenia 1
BE - Belgio 1
BR - Brasile 1
CO - Colombia 1
GH - Ghana 1
GL - Groenlandia 1
LT - Lituania 1
ME - Montenegro 1
MO - Macao, regione amministrativa speciale della Cina 1
NO - Norvegia 1
NP - Nepal 1
PT - Portogallo 1
RS - Serbia 1
SA - Arabia Saudita 1
SK - Slovacchia (Repubblica Slovacca) 1
TR - Turchia 1
VE - Venezuela 1
ZA - Sudafrica 1
Totale 6.343
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Città #
Dublin 706
Chandler 653
Jacksonville 625
Nanjing 235
Andover 193
Lawrence 191
Cambridge 187
Toronto 184
San Mateo 110
Ashburn 104
Des Moines 93
Houston 83
Catania 77
Wilmington 76
Abidjan 71
Nanchang 69
Shenyang 60
Boardman 59
Hebei 55
Changsha 45
Saint Petersburg 41
Ottawa 40
Jiaxing 36
Tianjin 35
Dakar 31
Redmond 21
Norwalk 18
Seattle 16
Moscow 14
Naples 14
Rome 13
Pune 12
Helsinki 10
Jinan 10
Liberty Lake 10
Falls Church 9
Hangzhou 9
Milazzo 9
Zhengzhou 9
Den Haag 8
Dong Ket 8
Milan 8
Paris 8
Edinburgh 7
Abuja 6
Amsterdam 6
Duncan 6
Kunming 6
Ningbo 6
Redwood City 6
Riva del Garda 6
Bolzano 5
Frankfurt Am Main 5
Lanzhou 5
Lausanne 5
Richmond 5
Taizhou 5
Vicenza 5
Vienna 5
Washington 5
Ann Arbor 4
Athens 4
Bangalore 4
Genoa 4
Guangzhou 4
Lentini 4
Messina 4
New York 4
Padova 4
Palermo 4
Perugia 4
Princeton 4
Surabaya 4
Turin 4
Udine 4
Véry 4
Augusta 3
Avola 3
Beijing 3
Bologna 3
Changchun 3
Guidonia Montecelio 3
Hercules 3
Miami 3
Seoul 3
Shanghai 3
Stockholm 3
Stuttgart 3
Tokyo 3
Torino 3
Tortora 3
Trieste 3
Vigevano 3
Berkeley 2
Budapest 2
Caltanissetta 2
Ciampino 2
Copenhagen 2
Fuzhou 2
Grumo Appula 2
Totale 4.488
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Nome #
La validazione del calcolo strutturale eseguito con il computer 88
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 88
Nonlinear modeling approaches for existing reinforced concrete buildings: the case study of De Gasperi-Battaglia school building in Norcia 84
Il martellamento tra edifici adiacenti: comportamento di strutture spaziali dissimmetriche 78
Costruire con l’acciaio 71
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 56
An over-damped multimodal adaptive nonlinear static analysis for seismic assessment of infilled RC buildings 56
A capacity design procedure for columns of steel structures with diagonals braces 55
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces 52
Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions 51
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 51
L'acciaio per cemento armato ordinario 50
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 50
Aspetti innovativi dell’EC3 nella verifica di aste in parete sottile formate a freddo 49
N-M-V interation domains for box and I-sheped reinforced concrete members 49
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 48
On the Evaluation of Seismic Response of Structures by Nonlinear Static Methods 48
A design procedure for seismic upgrading of existing RC frames by BRBs 48
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures 48
N-M-V Interaction Domains for Box and I-Shaped Reinforced Concrete Members 47
A global approach to the design of steel frames 47
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 47
Teoria degli edifici, vol. III, tomo III. Telai spaziali per edifici regolari a piani rigidi 47
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 46
A design procedure for dual eccentrically braced - moment resisting systems: theory 45
Il “displacement based design” e la progettazione globale di telai in acciaio 45
Verifica e progetto allo stato limite ultimo di pilastri in c.a. a sezione rettangolare: un metodo semplificato 45
Il comportamento flessionale di profili sottili sagomati a freddo: indagine sperimentale 44
Linee guida per le analisi non-lineari di edifici esistenti in cemento armato 44
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 44
Analisi dinamica di sistemi telaio-parete in presenza di vincoli elastici alla base 43
A seismic design method for high ductility steel frames which takes into account P-D effect 43
Seismic response of mono and bi-eccentric in-plan irregular systems 43
A design procedure for dual eccentrically braced-moment resisting systems 43
Statistical Analysis of Seismic Behaviour of Steel Frames: Influence of Overstrength 42
Comparison of nonlinear static methods for the assessment of asymmetric buildings 42
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems 42
Cyclic pushover analysis for seismic assessment of steel MRFs 42
Influence of link models in the assessment of the seismic response of multi-storey EBFs 41
A database for assisted assessment of torsional response of in-plan irregular buildings 41
Influence of damping on the prediction of dynamic response of moment frames by nonlinear static methods 40
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 40
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 39
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 39
Analytical and numerical determination of the exact location of the optimum torsion axis 39
Modellazione del cemento armato 39
Punzonamento 39
A simple procedure to design steel frames to fail in global mode 39
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 39
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime 39
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 39
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 38
Influence of random variation of strength on seismic response of steel frames 38
Analytical Formulation of M-N Domain for Rectangular R.C. Cross Sections with Asymmetrical Reinforcement 38
Progetto di elementi strutturali in cemento armato 38
Il calcestruzzo 38
Teoria degli edifici, appendice al vol. III, tomi I e II. Telai per edifici: calcolo automatico 38
A Seismic Design Method for High Ductility Steel Frames 38
Il comportamento flessionale di profili sottili sagomati a freddo: ricerca teorico-sperimentale 37
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 37
Behaviour of non-conforming r.c. members under compressive axial load and biaxial bending 37
Il cemento armato. Dalle tensioni ammissibili agli stati limite: un approccio unitario 37
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 37
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 37
Static vs. modal analysis of asymmetric buildings: effectiveness of dynamic eccentricity formulations 37
Effect of the DYB on the seismic response of steel concentric bracings 37
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 37
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 37
Duttilità 36
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 36
Thin-walled sections in round-house type material: a simulation model 36
A simple procedure to design steel frames to fail in global mode 36
Analisi statistica della risposta dinamica di telai in acciaio: influenza della sovraresistenza 36
Analisi matriciale di strutture intelaiate 36
A global approach to the design of steel structures 36
Fattore di struttura per telai con controventi ad instabilità impedita 35
Eccentricità correttive per la valutazione della risposta sismica di edifici asimmetrici mediante analisi statica non lineare 35
Normativa 35
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 35
Il contributo strutturale dei pannelli di completamento sulla risposta sismica dei telai in acciaio 35
From one-storey to multi-storey asymmetric systems: conceptual differences and problems 34
Efficacia delle eccentricità correttive nel progetto di edifici multipiano planimetricamente irregolari: metodologia ed applicazione ad un caso reale 34
Torsione 34
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 34
Corrective Eccentricities for the Evaluation of the Seismic Response of One- Storey Asymmetric Systems by Nonlinear Static Analysis 34
Una più semplice procedura per la valutazione della risposta sismica delle strutture attraverso analisi statica non-lineare 33
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 33
N-M-V domains of circular reinforced concrete cross-sections 33
Confronto tra le prestazioni sismiche di telai con controventi a V ed a diagonale tesa attiva 33
Instabilità elastica di colonne a sezione aperta in parete sottile migliorata mediante precompressione 33
Calcolo Strutturale e nuova normativa 33
Taglio 33
Soil-foundation-superstructure interaction: effects on soil 33
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 33
Comments on Eurocode 8 torsional provisions 33
Bending Moment-Shear Force Interaction Domains For Prestressed Concrete Beams 33
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 33
Proposta e validazione di un procedimento statico non lineare per la progettazione di strutture antisismiche ad elevata duttilità 33
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 33
Strutture intelaiate spaziali per edifici 32
Totale 4.201
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Categoria #
all - tutte 20.380
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 20.380
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201997 0 0 0 0 0 0 0 0 0 31 4 62
2019/20201.112 439 79 74 17 82 10 57 5 121 6 134 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
2023/2024468 53 88 33 45 38 112 22 52 12 13 0 0
Totale 6.624