IRIS
ROSSI, PIER PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 4.812
EU - Europa 2.475
AS - Asia 1.969
SA - Sud America 432
AF - Africa 155
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 4
Totale 9.857
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Nazione #
US - Stati Uniti d'America 4.600
SG - Singapore 1.047
IT - Italia 784
CN - Cina 753
IE - Irlanda 695
UA - Ucraina 484
BR - Brasile 400
CA - Canada 195
RU - Federazione Russa 164
CI - Costa d'Avorio 80
FR - Francia 60
GB - Regno Unito 51
FI - Finlandia 41
SN - Senegal 39
KR - Corea 37
SE - Svezia 33
NL - Olanda 29
DE - Germania 28
CH - Svizzera 27
UZ - Uzbekistan 18
AT - Austria 17
IR - Iran 17
GR - Grecia 16
MX - Messico 16
NG - Nigeria 13
IN - India 12
PL - Polonia 12
VN - Vietnam 10
ES - Italia 9
EU - Europa 9
IQ - Iraq 9
TR - Turchia 9
ZA - Sudafrica 9
PK - Pakistan 8
AR - Argentina 7
EC - Ecuador 7
BD - Bangladesh 6
BG - Bulgaria 6
ID - Indonesia 6
JP - Giappone 6
LB - Libano 6
HK - Hong Kong 5
PE - Perù 5
RO - Romania 5
MA - Marocco 4
TN - Tunisia 4
VE - Venezuela 4
AE - Emirati Arabi Uniti 3
AU - Australia 3
CO - Colombia 3
DZ - Algeria 3
PY - Paraguay 3
UY - Uruguay 3
AF - Afghanistan, Repubblica islamica di 2
BY - Bielorussia 2
CZ - Repubblica Ceca 2
HR - Croazia 2
KZ - Kazakistan 2
LT - Lituania 2
NP - Nepal 2
PS - Palestinian Territory 2
AL - Albania 1
AM - Armenia 1
AZ - Azerbaigian 1
BE - Belgio 1
BH - Bahrain 1
EG - Egitto 1
GH - Ghana 1
HU - Ungheria 1
IL - Israele 1
JM - Giamaica 1
KE - Kenya 1
KG - Kirghizistan 1
LU - Lussemburgo 1
MN - Mongolia 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
OM - Oman 1
PH - Filippine 1
PT - Portogallo 1
SA - Arabia Saudita 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 9.857
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Città #
Santa Clara 1.057
Dublin 690
Singapore 599
Chandler 557
Jacksonville 546
Boardman 259
Nanjing 188
Andover 174
Lawrence 174
Cambridge 171
Toronto 150
Civitanova Marche 137
Catania 119
Chicago 114
Des Moines 98
Houston 95
Ashburn 83
Abidjan 80
San Mateo 79
Wilmington 72
Nanchang 64
Hebei 53
Hefei 52
Beijing 49
Council Bluffs 49
Shenyang 47
The Dalles 40
Dakar 39
Changsha 38
Saint Petersburg 37
Seoul 37
Tianjin 35
Jiaxing 31
Ottawa 31
São Paulo 29
Redmond 28
Naples 26
Helsinki 23
Los Angeles 23
Palermo 19
Milazzo 18
Seattle 18
Amsterdam 17
Belo Horizonte 16
Moscow 16
Falls Church 15
Guangzhou 14
Messina 14
Milan 14
Lappeenranta 13
Rome 13
Abuja 12
New York 12
Bologna 11
Ningbo 11
San Francisco 11
Dong Ket 10
Rio de Janeiro 10
Brasília 9
Hangzhou 9
Jinan 9
Norwalk 9
Paris 9
Tremestieri Etneo 9
Turin 9
Brooklyn 8
Ceppaloni 8
Genoa 8
Kunming 8
Rho 8
Taizhou 8
Vienna 8
Zhengzhou 8
Aci Catena 7
Athens 7
Ciampino 7
Dallas 7
Floridia 7
Liberty Lake 7
Munich 7
Tashkent 7
Ann Arbor 6
Charlotte 6
Curitiba 6
Den Haag 6
Lentini 6
London 6
Montreal 6
Phoenix 6
Porto Alegre 6
Shanghai 6
Washington 6
Baghdad 5
Boston 5
Campinas 5
Changchun 5
Contagem 5
Duncan 5
Hong Kong 5
Johannesburg 5
Totale 6.726
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Nome #
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 133
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 114
Achieving a more effective concentric braced frame by the double-stage yield BRB 101
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 100
A capacity design procedure for columns of steel structures with diagonals braces 93
A design procedure for tied braced frames 88
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 84
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 80
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 78
A seismic design method for high ductility steel frames which takes into account P-D effect 77
A global approach to the design of steel frames 76
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 76
Influence of link models in the assessment of the seismic response of multi-storey EBFs 75
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 75
A design procedure for pin‐supported rocking buckling‐restrained braced frames 75
A design procedure for dual eccentrically braced systems: Analytical formulation 74
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 74
A design procedure for dual eccentrically braced - moment resisting systems: theory 74
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 74
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 74
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 73
A design procedure for dual eccentrically braced systems: Numerical investigation 73
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 73
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 73
A design procedure for steel frames with rigid connections 71
A database for assisted assessment of torsional response of in-plan irregular buildings 71
Improvement of the model proposed by Menegotto and Pinto for steel 71
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 71
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 71
Modelling of steel link beams of short, intermediate or long length 70
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 69
A design procedure for dual eccentrically braced-moment resisting systems 69
A new macromodel for the assessment of the seismic response of infilled RC frames 69
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 68
Cyclic pushover analysis for seismic assessment of steel MRFs 68
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 67
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames 67
Exact evaluation of the location of the optimum torsion axis 66
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 66
An analytical approach for the evaluation of the in-plan irregularity of real buildings 66
Comparison of nonlinear static methods for the assessment of asymmetric buildings 65
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 64
Seismic upgrading of typical Italian existing RC frames by BRBs 64
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 64
Seismic response of mono and bi-eccentric in-plan irregular systems 62
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 62
A global approach to the design of steel structures 62
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 61
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 61
Effect of the DYB on the seismic response of steel concentric bracings 61
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 61
A unitary approach for the design of concentrically braced frames 60
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 59
Seismic behaviour of EBFs coupled to moment resisting frames 59
An analytical approach for the evaluation of in-plan irregularity of real buildings 59
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 58
Duttilità 58
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 58
Seismic design and performance of dual structures with BRBs and semi-rigid connections 58
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 57
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 57
Previsione della risposta sismica a collasso di telai con controventi concentrici 57
Analytical and numerical determination of the exact location of the optimum torsion axis 57
ANALISI DELLA PROGETTAZIONE E DEL COMPORTAMENTO SISMICO DI TELAI CON CONTROVENTI ECCENTRICI 57
Critical review of the EC8 design provisions for buildings with eccentric braces 57
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 57
Seismic upgrading of RC buildings by rocking walls and viscous dampers 57
Design for seismic upgrading of existing RC frames by friction dampers 57
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 56
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 56
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 56
Influence of random variation of strength on seismic response of steel frames 55
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 55
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 55
An alternative approach for the design of chevron-braced frames 55
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 54
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 54
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 54
Fattore di struttura di telai con controventi eccentrici progettati secondo EC8 53
Behavior factor of dual systems with BRBs and semi-rigid connections 53
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 53
Problems of modeling in macro-elements retrofitted with reversible mixed techniques 52
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 52
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 52
Design proposal for steel frames equipped with viscoelastic dampers 52
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 52
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 51
Influence of the brace overstrength on the seismic behaviour of chevron braced frames 51
From one-storey to multi-storey asymmetric systems: conceptual differences and problems 51
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 51
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 51
Una modellazione a geometria variabile per l’analisi non lineare di edifici in muratura 51
Comments on Eurocode 8 torsional provisions 51
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 51
Corroded Stirrups Effects on the Shear Behavior of Reinforced Concrete Slender Beams 50
Modellazione del comportamento ciclico dei link 50
DUCTILITY AND ENERGY DISSIPATION DEMANDS OF ASYMMETRIC BUILDINGS 50
N-M-V domains of circular reinforced concrete cross-sections 49
Seismic response of mono and bi-eccentric in-plan irregular systems 49
Seismic Behavior of Eccentrically Braced Frames Designed by Standard Computational Analyses 49
Totale 6.430
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Categoria #
all - tutte 39.087
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 39.087
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/202076 0 0 0 0 0 0 0 0 0 0 0 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
2023/2024766 46 75 43 36 32 126 13 75 18 25 177 100
2024/20253.821 6 395 224 221 874 459 135 162 330 381 249 385
Totale 10.231