IRIS
ROSSI, PIER PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 6.771
AS - Asia 3.664
EU - Europa 3.379
SA - Sud America 739
AF - Africa 299
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 5
Totale 14.867
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Nazione #
US - Stati Uniti d'America 6.510
SG - Singapore 2.000
CN - Cina 1.133
RU - Federazione Russa 894
IT - Italia 824
IE - Irlanda 698
BR - Brasile 649
UA - Ucraina 491
CA - Canada 217
CI - Costa d'Avorio 178
VN - Vietnam 176
KR - Corea 100
GB - Regno Unito 79
FR - Francia 63
AT - Austria 47
FI - Finlandia 43
NL - Olanda 40
SN - Senegal 40
SE - Svezia 37
MX - Messico 36
AR - Argentina 32
IN - India 31
IR - Iran 31
CH - Svizzera 30
DE - Germania 28
ZA - Sudafrica 25
BD - Bangladesh 23
PL - Polonia 23
IQ - Iraq 21
ES - Italia 20
UZ - Uzbekistan 20
EC - Ecuador 19
ID - Indonesia 18
JP - Giappone 18
TR - Turchia 17
GR - Grecia 16
HK - Hong Kong 16
NG - Nigeria 14
PK - Pakistan 14
BJ - Benin 10
LT - Lituania 10
EU - Europa 9
MA - Marocco 8
VE - Venezuela 8
AE - Emirati Arabi Uniti 7
CO - Colombia 7
PE - Perù 7
UY - Uruguay 7
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
BY - Bielorussia 3
CL - Cile 3
EG - Egitto 3
HN - Honduras 3
HR - Croazia 3
KZ - Kazakistan 3
MK - Macedonia 3
PH - Filippine 3
AF - Afghanistan, Repubblica islamica di 2
BH - Bahrain 2
CZ - Repubblica Ceca 2
GH - Ghana 2
IL - Israele 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
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
Totale 14.865
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Città #
Dallas 1.420
Singapore 1.079
Santa Clara 1.076
Dublin 693
Chandler 557
Jacksonville 546
Moscow 416
Boardman 259
Hefei 200
Nanjing 188
Abidjan 178
Ashburn 175
Andover 174
Lawrence 174
Cambridge 171
Toronto 151
Civitanova Marche 137
Beijing 130
Catania 125
Chicago 121
Seoul 99
Des Moines 98
Houston 97
Los Angeles 90
San Mateo 79
Wilmington 72
Council Bluffs 65
Nanchang 64
Ho Chi Minh City 57
Hebei 53
São Paulo 50
Shenyang 47
Dakar 40
The Dalles 40
Buffalo 39
Changsha 38
Saint Petersburg 37
Columbus 36
Tianjin 35
Hanoi 33
Jiaxing 31
Ottawa 31
Naples 29
Redmond 28
Vienna 27
Amsterdam 24
New York 24
Helsinki 23
Palermo 23
Belo Horizonte 20
Seattle 20
Milan 18
Milazzo 18
Boston 17
Rome 17
Brooklyn 16
Hong Kong 16
San Francisco 16
Warsaw 16
Falls Church 15
Lappeenranta 15
Montreal 15
Tehran 15
Brasília 14
Guangzhou 14
Messina 14
Rio de Janeiro 14
Phoenix 13
Tokyo 13
Abuja 12
Johannesburg 12
London 12
Redondo Beach 12
Bologna 11
Ningbo 11
Porto Alegre 11
Charlotte 10
Chennai 10
Cotonou 10
Dong Ket 10
Orem 10
Hangzhou 9
Jinan 9
Norwalk 9
Paris 9
San Jose 9
Tashkent 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
Zhengzhou 8
Aci Catena 7
Totale 9.985
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Nome #
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 150
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 148
A capacity design procedure for columns of steel structures with diagonals braces 142
A design procedure for tied braced frames 141
Achieving a more effective concentric braced frame by the double-stage yield BRB 136
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 136
A design procedure for pin‐supported rocking buckling‐restrained braced frames 132
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 126
A database for assisted assessment of torsional response of in-plan irregular buildings 126
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 120
A design procedure for dual eccentrically braced systems: Analytical formulation 119
A global approach to the design of steel frames 119
A design procedure for dual eccentrically braced systems: Numerical investigation 118
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 117
A design procedure for steel frames with rigid connections 115
A design procedure for dual eccentrically braced - moment resisting systems: theory 114
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 113
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 113
A new macromodel for the assessment of the seismic response of infilled RC frames 111
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 109
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 109
A seismic design method for high ductility steel frames which takes into account P-D effect 108
A design procedure for dual eccentrically braced-moment resisting systems 107
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 106
Effects of Stirrups Corrosion on the Shear Strength of RC Beams 105
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 103
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 103
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 102
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 100
Cyclic pushover analysis for seismic assessment of steel MRFs 99
A global approach to the design of steel structures 99
Influence of link models in the assessment of the seismic response of multi-storey EBFs 98
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 96
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 96
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 95
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 94
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 94
A unitary approach for the design of concentrically braced frames 94
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 92
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 92
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 92
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 91
Behavior factor of dual systems with BRBs and semi-rigid connections 91
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 89
Seismic upgrading of typical Italian existing RC frames by BRBs 88
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 88
An alternative approach for the design of chevron-braced frames 88
Corroded Stirrups Effects on the Shear Behavior of Reinforced Concrete Slender Beams 87
Improvement of the model proposed by Menegotto and Pinto for steel 87
A new uniaxial material model for the simulation of lateral buckling of steel rebars 86
Exact evaluation of the location of the optimum torsion axis 86
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 86
Design for seismic upgrading of existing RC frames by friction dampers 86
Modelling of steel link beams of short, intermediate or long length 85
An analytical approach for the evaluation of the in-plan irregularity of real buildings 84
Comparison of nonlinear static methods for the assessment of asymmetric buildings 83
Effect of the DYB on the seismic response of steel concentric bracings 83
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 83
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 82
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames 82
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 81
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 81
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 80
Seismic upgrading of RC buildings by rocking walls and viscous dampers 80
Experimental application of the Italian guidelines for the risk classification and management and for the safety evaluation of existing bridges 80
P–Δ effects in the seismic design of steel moment resisting frames 80
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 79
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 76
Seismic response of mono and bi-eccentric in-plan irregular systems 76
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 76
An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study 75
Seismic design and performance of dual structures with BRBs and semi-rigid connections 75
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 75
Analytical and numerical determination of the exact location of the optimum torsion axis 74
Critical review of the EC8 design provisions for buildings with eccentric braces 74
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 74
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 73
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 72
Duttilità 72
An analytical approach for the evaluation of in-plan irregularity of real buildings 72
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 71
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 71
Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames 70
Previsione della risposta sismica a collasso di telai con controventi concentrici 70
Influence of modelling of steel link beams on the seismic response of EBFs 70
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 69
Seismic behaviour of EBFs coupled to moment resisting frames 69
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 69
On the design of tied braced frames 68
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 68
Influence of random variation of strength on seismic response of steel frames 68
N-M-V domains of circular reinforced concrete cross-sections 68
Seismic Behavior of Eccentrically Braced Frames Designed by Standard Computational Analyses 68
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 68
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 68
Capacità rotazionale di elementi in acciaio a sezione cava formati a freddo 67
Prediction of the Bending Moments in Columns of Concentrically Braced Frames in the Chevron Configuration 67
Design proposal for steel frames equipped with viscoelastic dampers 67
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 67
Experimental Application of the Italian Bridge Guidelines to a Stock of Prestressed Concrete Bridges 66
Totale 9.118
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Categoria #
all - tutte 51.522
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 51.522
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021391 0 0 0 0 0 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
2025/20265.001 496 439 1.597 399 1.317 753 0 0 0 0 0 0
Totale 15.241