IRIS
ROSSI, PIER PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 6.642
AS - Asia 3.131
EU - Europa 2.629
SA - Sud America 734
AF - Africa 296
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 5
Totale 13.447
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Nazione #
US - Stati Uniti d'America 6.391
SG - Singapore 1.499
CN - Cina 1.118
IT - Italia 817
IE - Irlanda 698
BR - Brasile 646
UA - Ucraina 490
CA - Canada 211
CI - Costa d'Avorio 178
VN - Vietnam 172
RU - Federazione Russa 171
KR - Corea 100
GB - Regno Unito 72
FR - Francia 63
AT - Austria 47
FI - Finlandia 43
SN - Senegal 40
NL - Olanda 39
SE - Svezia 37
MX - Messico 32
IR - Iran 31
AR - Argentina 30
CH - Svizzera 30
DE - Germania 28
IN - India 27
ZA - Sudafrica 23
BD - Bangladesh 22
IQ - Iraq 21
PL - Polonia 20
EC - Ecuador 19
ES - Italia 19
UZ - Uzbekistan 19
ID - Indonesia 18
GR - Grecia 16
HK - Hong Kong 16
JP - Giappone 15
TR - Turchia 15
NG - Nigeria 14
PK - Pakistan 14
BJ - Benin 10
EU - Europa 9
VE - Venezuela 8
CO - Colombia 7
LT - Lituania 7
MA - Marocco 7
PE - Perù 7
UY - Uruguay 7
AE - Emirati Arabi Uniti 6
BG - Bulgaria 6
LB - Libano 6
PY - Paraguay 6
RO - Romania 6
TN - Tunisia 6
NO - Norvegia 5
SA - Arabia Saudita 5
DZ - Algeria 4
KE - Kenya 4
AU - Australia 3
CL - Cile 3
EG - Egitto 3
HN - Honduras 3
HR - Croazia 3
KZ - Kazakistan 3
PH - Filippine 3
AF - Afghanistan, Repubblica islamica di 2
BH - Bahrain 2
BY - Bielorussia 2
CZ - Repubblica Ceca 2
GH - Ghana 2
JO - Giordania 2
KG - Kirghizistan 2
MY - Malesia 2
NP - Nepal 2
NZ - Nuova Zelanda 2
PS - Palestinian Territory 2
RS - Serbia 2
AL - Albania 1
AM - Armenia 1
AZ - Azerbaigian 1
BB - Barbados 1
BE - Belgio 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
GA - Gabon 1
GT - Guatemala 1
GY - Guiana 1
HU - Ungheria 1
IL - Israele 1
JM - Giamaica 1
LU - Lussemburgo 1
LY - Libia 1
MN - Mongolia 1
OM - Oman 1
PT - Portogallo 1
SK - Slovacchia (Repubblica Slovacca) 1
TG - Togo 1
TH - Thailandia 1
TJ - Tagikistan 1
TT - Trinidad e Tobago 1
UG - Uganda 1
Totale 13.446
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Città #
Dallas 1.418
Santa Clara 1.072
Dublin 693
Singapore 667
Chandler 557
Jacksonville 546
Boardman 259
Hefei 200
Nanjing 188
Abidjan 178
Andover 174
Lawrence 174
Cambridge 171
Toronto 151
Ashburn 145
Civitanova Marche 137
Beijing 130
Catania 121
Chicago 121
Seoul 99
Des Moines 98
Houston 96
San Mateo 79
Los Angeles 73
Wilmington 72
Council Bluffs 65
Nanchang 64
Ho Chi Minh City 55
Hebei 53
Shenyang 47
São Paulo 47
Dakar 40
The Dalles 40
Changsha 38
Saint Petersburg 37
Columbus 36
Tianjin 35
Hanoi 32
Buffalo 31
Jiaxing 31
Ottawa 31
Redmond 28
Naples 27
Vienna 27
Amsterdam 23
Helsinki 23
Palermo 23
Belo Horizonte 20
Seattle 19
Milan 18
Milazzo 18
New York 18
Rome 17
Brooklyn 16
Hong Kong 16
Moscow 16
San Francisco 16
Boston 15
Falls Church 15
Lappeenranta 15
Tehran 15
Brasília 14
Guangzhou 14
Messina 14
Rio de Janeiro 14
Phoenix 13
Warsaw 13
Abuja 12
Montreal 12
Redondo Beach 12
Bologna 11
Ningbo 11
Porto Alegre 11
Cotonou 10
Dong Ket 10
Johannesburg 10
Tokyo 10
Charlotte 9
Hangzhou 9
Jinan 9
London 9
Norwalk 9
Paris 9
Tremestieri Etneo 9
Turin 9
Baghdad 8
Can Tho 8
Ceppaloni 8
Curitiba 8
Erbil 8
Genoa 8
Kunming 8
Rho 8
Taizhou 8
Tashkent 8
Zhengzhou 8
Aci Catena 7
Athens 7
Ciampino 7
Floridia 7
Totale 9.065
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Nome #
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 144
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 133
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 132
A capacity design procedure for columns of steel structures with diagonals braces 126
A design procedure for tied braced frames 124
Achieving a more effective concentric braced frame by the double-stage yield BRB 119
A design procedure for pin‐supported rocking buckling‐restrained braced frames 111
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 110
A global approach to the design of steel frames 104
A database for assisted assessment of torsional response of in-plan irregular buildings 104
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 104
A design procedure for dual eccentrically braced systems: Analytical formulation 102
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 100
A design procedure for dual eccentrically braced systems: Numerical investigation 99
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 99
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 98
A design procedure for steel frames with rigid connections 98
A design procedure for dual eccentrically braced - moment resisting systems: theory 97
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 95
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 95
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 93
A design procedure for dual eccentrically braced-moment resisting systems 93
A new macromodel for the assessment of the seismic response of infilled RC frames 93
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 93
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 92
A seismic design method for high ductility steel frames which takes into account P-D effect 91
Influence of link models in the assessment of the seismic response of multi-storey EBFs 91
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 91
Effects of Stirrups Corrosion on the Shear Strength of RC Beams 89
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 88
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 87
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 87
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 86
Cyclic pushover analysis for seismic assessment of steel MRFs 86
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 85
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 85
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 85
Exact evaluation of the location of the optimum torsion axis 84
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 84
Modelling of steel link beams of short, intermediate or long length 83
A global approach to the design of steel structures 83
An analytical approach for the evaluation of the in-plan irregularity of real buildings 81
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 81
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 81
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 81
Improvement of the model proposed by Menegotto and Pinto for steel 80
Comparison of nonlinear static methods for the assessment of asymmetric buildings 79
Effect of the DYB on the seismic response of steel concentric bracings 79
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames 78
A unitary approach for the design of concentrically braced frames 78
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 77
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 76
Seismic upgrading of typical Italian existing RC frames by BRBs 76
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 76
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 76
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 76
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 75
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 75
An alternative approach for the design of chevron-braced frames 75
Corroded Stirrups Effects on the Shear Behavior of Reinforced Concrete Slender Beams 74
Behavior factor of dual systems with BRBs and semi-rigid connections 74
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 73
Seismic response of mono and bi-eccentric in-plan irregular systems 73
Design for seismic upgrading of existing RC frames by friction dampers 72
Analytical and numerical determination of the exact location of the optimum torsion axis 71
Seismic design and performance of dual structures with BRBs and semi-rigid connections 71
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 71
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 71
P–Δ effects in the seismic design of steel moment resisting frames 70
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 69
Duttilità 69
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 69
Critical review of the EC8 design provisions for buildings with eccentric braces 69
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 68
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 68
Experimental application of the Italian guidelines for the risk classification and management and for the safety evaluation of existing bridges 68
Seismic behaviour of EBFs coupled to moment resisting frames 67
An analytical approach for the evaluation of in-plan irregularity of real buildings 67
Previsione della risposta sismica a collasso di telai con controventi concentrici 66
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 66
Seismic upgrading of RC buildings by rocking walls and viscous dampers 66
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 66
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 65
On the design of tied braced frames 65
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 65
Influence of random variation of strength on seismic response of steel frames 65
N-M-V domains of circular reinforced concrete cross-sections 65
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 65
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 65
A new uniaxial material model for the simulation of lateral buckling of steel rebars 64
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 64
ANALISI DELLA PROGETTAZIONE E DEL COMPORTAMENTO SISMICO DI TELAI CON CONTROVENTI ECCENTRICI 64
Influence of modelling of steel link beams on the seismic response of EBFs 64
Prescrizioni normative e sicurezza sismica 63
Seismic Behavior of Eccentrically Braced Frames Designed by Standard Computational Analyses 63
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 63
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 63
Influence of the brace overstrength on the seismic behaviour of chevron braced frames 62
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 62
Fattore di struttura di telai con controventi eccentrici progettati secondo EC8 62
Totale 8.190
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Categoria #
all - tutte 49.430
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 49.430
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021666 0 0 0 0 275 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
2024/20253.830 6 395 224 221 874 459 135 162 330 381 249 394
2025/20263.581 496 439 1.597 399 650 0 0 0 0 0 0 0
Totale 13.821