IRIS
ROSSI, PIER PAOLO
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
NA - Nord America 2.852
EU - Europa 2.131
AS - Asia 603
AF - Africa 70
Continente sconosciuto - Info sul continente non disponibili 9
OC - Oceania 4
SA - Sud America 4
Totale 5.673
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 2.668
IE - Irlanda 762
CN - Cina 549
IT - Italia 482
UA - Ucraina 481
CA - Canada 182
RU - Federazione Russa 151
FR - Francia 54
SN - Senegal 37
GB - Regno Unito 34
SE - Svezia 30
CH - Svizzera 26
NG - Nigeria 22
FI - Finlandia 19
NL - Olanda 18
AT - Austria 15
IR - Iran 15
GR - Grecia 14
DE - Germania 12
CI - Costa d'Avorio 11
UZ - Uzbekistan 11
VN - Vietnam 10
EU - Europa 9
PL - Polonia 7
ES - Italia 6
BG - Bulgaria 5
ID - Indonesia 5
RO - Romania 5
CZ - Repubblica Ceca 4
LB - Libano 4
AU - Australia 3
KR - Corea 3
IN - India 2
JP - Giappone 2
MX - Messico 2
AM - Armenia 1
BE - Belgio 1
BR - Brasile 1
HR - Croazia 1
HU - Ungheria 1
LU - Lussemburgo 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
PT - Portogallo 1
PY - Paraguay 1
TR - Turchia 1
UY - Uruguay 1
VE - Venezuela 1
Totale 5.673
Salva come PNG Salva come JPEG
Città #
Dublin 757
Chandler 557
Jacksonville 546
Nanjing 187
Andover 174
Lawrence 174
Cambridge 171
Toronto 149
Des Moines 98
Houston 93
Catania 85
San Mateo 79
Wilmington 72
Nanchang 64
Boardman 53
Hebei 53
Ashburn 45
Shenyang 45
Changsha 38
Dakar 37
Saint Petersburg 37
Tianjin 35
Jiaxing 31
Ottawa 31
Redmond 28
Naples 26
Abuja 22
Milazzo 18
Falls Church 15
Moscow 15
Helsinki 14
Amsterdam 12
Abidjan 11
Ningbo 11
Rome 11
Dong Ket 10
Palermo 10
Beijing 9
Hangzhou 9
Norwalk 9
Ceppaloni 8
Jinan 8
Kunming 8
Milan 8
Zhengzhou 8
Ciampino 7
Floridia 7
Liberty Lake 7
Paris 7
Taizhou 7
Ann Arbor 6
Den Haag 6
Genoa 6
Guangzhou 6
Lentini 6
Messina 6
Vienna 6
Washington 6
Athens 5
Changchun 5
Chicago 5
Duncan 5
Lappeenranta 5
Lausanne 5
Nanto 5
Turin 5
Grammichele 4
New York 4
Princeton 4
Redwood City 4
Surabaya 4
Aci Castello 3
Aci Sant'antonio 3
Barcelona 3
Bologna 3
Caserta 3
Chioggia 3
Dalmine 3
Frankfurt Am Main 3
Grumo Appula 3
Hercules 3
Lago 3
Lanzhou 3
Melegnano 3
Monza 3
Perugia 3
Salcedo 3
Seoul 3
Shanghai 3
Syracuse 3
Torino 3
Trieste 3
Arzano 2
Avola 2
Berkeley 2
Bremen 2
Brno 2
Dallas 2
Denver 2
Fremont 2
Totale 4.103
Salva come PNG Salva come JPEG
Nome #
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 88
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 72
Achieving a more effective concentric braced frame by the double-stage yield BRB 64
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 56
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 56
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 55
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 54
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 54
A capacity design procedure for columns of steel structures with diagonals braces 51
A design procedure for tied braced frames 49
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 49
A design procedure for dual eccentrically braced systems: Analytical formulation 48
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 48
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 47
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 47
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 47
Modelling of steel link beams of short, intermediate or long length 47
Seismic upgrading of typical Italian existing RC frames by BRBs 46
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 46
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames 45
Exact evaluation of the location of the optimum torsion axis 44
A global approach to the design of steel frames 44
Cyclic pushover analysis for seismic assessment of steel MRFs 44
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 44
Comparison of nonlinear static methods for the assessment of asymmetric buildings 43
Seismic response of mono and bi-eccentric in-plan irregular systems 43
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 42
A design procedure for dual eccentrically braced - moment resisting systems: theory 41
Seismic behaviour of EBFs coupled to moment resisting frames 41
Analytical and numerical determination of the exact location of the optimum torsion axis 40
An analytical approach for the evaluation of the in-plan irregularity of real buildings 40
Influence of link models in the assessment of the seismic response of multi-storey EBFs 40
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 40
A design procedure for pin‐supported rocking buckling‐restrained braced frames 40
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 40
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 39
A seismic design method for high ductility steel frames which takes into account P-D effect 39
An analytical approach for the evaluation of in-plan irregularity of real buildings 39
A design procedure for dual eccentrically braced systems: Numerical investigation 39
A design procedure for dual eccentrically braced-moment resisting systems 39
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 38
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 38
Influence of random variation of strength on seismic response of steel frames 38
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 38
A database for assisted assessment of torsional response of in-plan irregular buildings 38
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 37
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 37
Previsione della risposta sismica a collasso di telai con controventi concentrici 37
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 37
Seismic design and performance of dual structures with BRBs and semi-rigid connections 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
Problems of modeling in macro-elements retrofitted with reversible mixed techniques 36
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 36
ANALISI DELLA PROGETTAZIONE E DEL COMPORTAMENTO SISMICO DI TELAI CON CONTROVENTI ECCENTRICI 36
Critical review of the EC8 design provisions for buildings with eccentric braces 36
Design for seismic upgrading of existing RC frames by friction dampers 36
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 36
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 35
From one-storey to multi-storey asymmetric systems: conceptual differences and problems 35
Fattore di struttura di telai con controventi eccentrici progettati secondo EC8 35
A design procedure for steel frames with rigid connections 35
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 35
An alternative approach for the design of chevron-braced frames 35
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 35
Duttilità 34
Una modellazione a geometria variabile per l’analisi non lineare di edifici in muratura 34
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 34
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 34
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 34
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 34
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 34
A new macromodel for the assessment of the seismic response of infilled RC frames 34
Influence of the brace overstrength on the seismic behaviour of chevron braced frames 33
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 33
N-M-V domains of circular reinforced concrete cross-sections 33
Comments on Eurocode 8 torsional provisions 33
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 33
A global approach to the design of steel structures 33
Seismic upgrading of RC buildings by rocking walls and viscous dampers 33
Ultimate strength of reinforced concrete circular members subjected to axial force, bending moment and shear force 32
Importance of Isotropic Hardening in the Modeling of Buckling Restrained Braces 32
Prescrizioni normative e sicurezza sismica 32
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 32
Modellazione del comportamento ciclico dei link 32
DUCTILITY AND ENERGY DISSIPATION DEMANDS OF ASYMMETRIC BUILDINGS 32
Seismic response of mono and bi-eccentric in-plan irregular systems 32
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 32
Design for seismic upgrading of existing RC frames by friction dampers 32
INFLUENCE OF CORROSION OF PRESTRESSED REINFORCEMENT ON THE FLEXURE-SHEAR INTERACTION 31
On the design of tied braced frames 31
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 31
Risposta sismica di edifici asimmetrici ad eccentricità generalizzate 31
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 31
Seismic Behavior of Eccentrically Braced Frames Designed by Standard Computational Analyses 31
Analisi statistica della risposta dinamica di telai isolati alla base 31
Design proposal for steel frames equipped with viscoelastic dampers 31
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 31
Behavior factor of dual systems with BRBs and semi-rigid connections 31
Totale 3.938
Salva come PNG Salva come JPEG
Categoria #
all - tutte 16.581
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 16.581
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019346 0 0 0 0 0 179 32 0 21 44 3 67
2019/20201.009 375 71 73 22 69 9 63 12 111 10 118 76
2020/2021889 5 93 120 5 275 30 106 21 88 47 68 31
2021/20221.228 152 179 2 11 191 16 185 39 124 23 22 284
2022/20232.082 184 41 29 136 172 457 27 350 555 8 77 46
2023/2024266 46 75 43 36 44 22 0 0 0 0 0 0
Totale 6.005