IRIS
ROSSI, PIER PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 2.894
EU - Europa 2.100
AS - Asia 649
AF - Africa 128
Continente sconosciuto - Info sul continente non disponibili 9
OC - Oceania 4
SA - Sud America 4
Totale 5.788
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Nazione #
US - Stati Uniti d'America 2.710
IE - Irlanda 692
CN - Cina 580
IT - Italia 511
UA - Ucraina 481
CA - Canada 182
RU - Federazione Russa 151
CI - Costa d'Avorio 79
FR - Francia 55
SN - Senegal 37
GB - Regno Unito 34
SE - Svezia 30
CH - Svizzera 27
FI - Finlandia 24
NL - Olanda 18
GR - Grecia 16
AT - Austria 15
DE - Germania 15
IR - Iran 15
NG - Nigeria 12
UZ - Uzbekistan 11
VN - Vietnam 10
EU - Europa 9
SG - Singapore 9
IN - India 7
PL - Polonia 7
ES - Italia 6
BG - Bulgaria 5
ID - Indonesia 5
RO - Romania 5
LB - Libano 4
AU - Australia 3
KR - Corea 3
CZ - Repubblica Ceca 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
PK - Pakistan 1
PT - Portogallo 1
PY - Paraguay 1
TR - Turchia 1
UY - Uruguay 1
VE - Venezuela 1
Totale 5.788
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Città #
Dublin 687
Chandler 557
Jacksonville 546
Nanjing 187
Andover 174
Lawrence 174
Cambridge 171
Toronto 149
Catania 99
Des Moines 98
Houston 93
Abidjan 79
San Mateo 79
Ashburn 72
Wilmington 72
Nanchang 64
Boardman 53
Hebei 53
Shenyang 45
Changsha 38
Dakar 37
Saint Petersburg 37
Tianjin 35
Jiaxing 31
Ottawa 31
Redmond 28
Naples 26
Milazzo 18
Seattle 16
Falls Church 15
Moscow 15
Helsinki 14
Abuja 12
Amsterdam 12
Palermo 12
Ningbo 11
Rome 11
Dong Ket 10
Lappeenranta 10
Messina 10
Beijing 9
Hangzhou 9
Norwalk 9
Ceppaloni 8
Jinan 8
Kunming 8
Milan 8
Zhengzhou 8
Athens 7
Ciampino 7
Floridia 7
Liberty Lake 7
Paris 7
Taizhou 7
Ann Arbor 6
Den Haag 6
Genoa 6
Guangzhou 6
Lentini 6
Vienna 6
Washington 6
Changchun 5
Chicago 5
Duncan 5
Lausanne 5
Nanto 5
Pune 5
Turin 5
Grammichele 4
New York 4
Princeton 4
Redwood City 4
Surabaya 4
Vignate 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
Los Angeles 3
Melegnano 3
Monza 3
Perugia 3
Salcedo 3
Seoul 3
Shanghai 3
Singapore 3
Stuttgart 3
Syracuse 3
Torino 3
Trieste 3
Arzano 2
Avola 2
Totale 4.167
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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 75
Achieving a more effective concentric braced frame by the double-stage yield BRB 67
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 59
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 58
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 57
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 56
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 56
A capacity design procedure for columns of steel structures with diagonals braces 55
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 55
A design procedure for tied braced frames 52
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 51
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 50
A design procedure for dual eccentrically braced systems: Analytical formulation 49
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 48
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
Modelling of steel link beams of short, intermediate or long length 46
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
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 45
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames 45
Seismic upgrading of typical Italian existing RC frames by BRBs 45
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 45
A seismic design method for high ductility steel frames which takes into account P-D effect 44
Exact evaluation of the location of the optimum torsion axis 43
Seismic response of mono and bi-eccentric in-plan irregular systems 43
A design procedure for dual eccentrically braced-moment resisting systems 43
A design procedure for pin‐supported rocking buckling‐restrained braced frames 43
Comparison of nonlinear static methods for the assessment of asymmetric buildings 42
A design procedure for dual eccentrically braced systems: Numerical investigation 42
Cyclic pushover analysis for seismic assessment of steel MRFs 42
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 41
Seismic behaviour of EBFs coupled to moment resisting frames 41
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
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 40
An analytical approach for the evaluation of the in-plan irregularity of real buildings 40
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 40
A new macromodel for the assessment of the seismic response of infilled RC frames 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
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 39
Analytical and numerical determination of the exact location of the optimum torsion axis 39
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 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
A design procedure for steel frames with rigid connections 38
An analytical approach for the evaluation of in-plan irregularity of real buildings 38
Seismic design and performance of dual structures with BRBs and semi-rigid connections 38
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 38
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
Critical review of the EC8 design provisions for buildings with eccentric braces 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
Duttilità 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
Una modellazione a geometria variabile per l’analisi non lineare di edifici in muratura 36
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 36
A global approach to the design of steel structures 36
An alternative approach for the design of chevron-braced frames 36
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 36
Fattore di struttura di telai con controventi eccentrici progettati secondo EC8 35
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 35
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 35
From one-storey to multi-storey asymmetric systems: conceptual differences and problems 34
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 34
Seismic upgrading of RC buildings by rocking walls and viscous dampers 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
DUCTILITY AND ENERGY DISSIPATION DEMANDS OF ASYMMETRIC BUILDINGS 33
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 33
Comments on Eurocode 8 torsional provisions 33
Behavior factor of dual systems with BRBs and semi-rigid connections 33
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 33
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 33
Ultimate strength of reinforced concrete circular members subjected to axial force, bending moment and shear force 32
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 32
Seismic response of mono and bi-eccentric in-plan irregular systems 32
Design proposal for steel frames equipped with viscoelastic dampers 32
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 32
Importance of Isotropic Hardening in the Modeling of Buckling Restrained Braces 31
Prescrizioni normative e sicurezza sismica 31
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
Modellazione del comportamento ciclico dei link 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
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 31
Design for seismic upgrading of existing RC frames by friction dampers 31
Design for seismic upgrading of existing RC frames by friction dampers 31
Totale 4.034
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Categoria #
all - tutte 20.186
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 20.186
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201970 0 0 0 0 0 0 0 0 0 0 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
2022/20231.987 184 41 29 136 172 457 25 320 514 8 65 36
2023/2024489 46 75 43 36 32 126 13 75 18 25 0 0
Totale 6.133