IRIS
ROSSI, PIER PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 6.725
AS - Asia 3.565
EU - Europa 2.835
SA - Sud America 738
AF - Africa 298
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 5
Totale 14.176
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Nazione #
US - Stati Uniti d'America 6.470
SG - Singapore 1.911
CN - Cina 1.129
IT - Italia 822
IE - Irlanda 698
BR - Brasile 648
UA - Ucraina 491
RU - Federazione Russa 359
CA - Canada 214
CI - Costa d'Avorio 178
VN - Vietnam 174
KR - Corea 100
GB - Regno Unito 76
FR - Francia 63
AT - Austria 47
FI - Finlandia 43
NL - Olanda 40
SN - Senegal 40
SE - Svezia 37
MX - Messico 33
AR - Argentina 32
IR - Iran 31
CH - Svizzera 30
IN - India 30
DE - Germania 28
ZA - Sudafrica 25
BD - Bangladesh 23
IQ - Iraq 21
PL - Polonia 21
UZ - Uzbekistan 20
EC - Ecuador 19
ES - Italia 19
ID - Indonesia 18
JP - Giappone 17
GR - Grecia 16
HK - Hong Kong 16
TR - Turchia 15
NG - Nigeria 14
PK - Pakistan 14
BJ - Benin 10
EU - Europa 9
LT - Lituania 9
VE - Venezuela 8
AE - Emirati Arabi Uniti 7
CO - Colombia 7
MA - Marocco 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 14.174
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Città #
Dallas 1.420
Santa Clara 1.076
Singapore 1.001
Dublin 693
Chandler 557
Jacksonville 546
Boardman 259
Hefei 200
Nanjing 188
Abidjan 178
Andover 174
Lawrence 174
Cambridge 171
Ashburn 162
Toronto 151
Civitanova Marche 137
Beijing 130
Moscow 130
Catania 123
Chicago 121
Seoul 99
Des Moines 98
Houston 96
Los Angeles 86
San Mateo 79
Wilmington 72
Council Bluffs 65
Nanchang 64
Ho Chi Minh City 56
Hebei 53
São Paulo 49
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
Helsinki 23
Palermo 23
New York 22
Belo Horizonte 20
Seattle 20
Milan 18
Milazzo 18
Boston 17
Rome 17
Brooklyn 16
Hong Kong 16
San Francisco 16
Falls Church 15
Lappeenranta 15
Tehran 15
Brasília 14
Guangzhou 14
Messina 14
Rio de Janeiro 14
Warsaw 14
Montreal 13
Phoenix 13
Abuja 12
Johannesburg 12
Redondo Beach 12
Tokyo 12
Bologna 11
London 11
Ningbo 11
Porto Alegre 11
Charlotte 10
Cotonou 10
Dong Ket 10
Chennai 9
Hangzhou 9
Jinan 9
Norwalk 9
Paris 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
Athens 7
Ciampino 7
Totale 9.585
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Nome #
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 146
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 139
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 136
A capacity design procedure for columns of steel structures with diagonals braces 130
A design procedure for tied braced frames 129
Achieving a more effective concentric braced frame by the double-stage yield BRB 126
A design procedure for pin‐supported rocking buckling‐restrained braced frames 116
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 115
A global approach to the design of steel frames 109
A database for assisted assessment of torsional response of in-plan irregular buildings 109
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 109
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 108
A design procedure for dual eccentrically braced systems: Analytical formulation 106
A design procedure for dual eccentrically braced systems: Numerical investigation 105
A design procedure for steel frames with rigid connections 104
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 103
A design procedure for dual eccentrically braced - moment resisting systems: theory 101
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 101
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 99
A new macromodel for the assessment of the seismic response of infilled RC frames 99
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 98
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 98
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 97
A design procedure for dual eccentrically braced-moment resisting systems 97
A seismic design method for high ductility steel frames which takes into account P-D effect 96
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 95
Influence of link models in the assessment of the seismic response of multi-storey EBFs 94
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 94
Effects of Stirrups Corrosion on the Shear Strength of RC Beams 94
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 92
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 91
Cyclic pushover analysis for seismic assessment of steel MRFs 91
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 90
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 90
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 89
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 89
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 89
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 88
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 87
A global approach to the design of steel structures 87
Improvement of the model proposed by Menegotto and Pinto for steel 86
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 86
Exact evaluation of the location of the optimum torsion axis 85
An analytical approach for the evaluation of the in-plan irregularity of real buildings 84
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 84
Modelling of steel link beams of short, intermediate or long length 84
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 83
Seismic upgrading of typical Italian existing RC frames by BRBs 83
Effect of the DYB on the seismic response of steel concentric bracings 83
Comparison of nonlinear static methods for the assessment of asymmetric buildings 82
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
A unitary approach for the design of concentrically braced frames 82
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 81
An alternative approach for the design of chevron-braced frames 80
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 80
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 80
Corroded Stirrups Effects on the Shear Behavior of Reinforced Concrete Slender Beams 79
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 79
Behavior factor of dual systems with BRBs and semi-rigid connections 79
Design for seismic upgrading of existing RC frames by friction dampers 79
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 78
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
P–Δ effects in the seismic design of steel moment resisting frames 76
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 74
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 73
Analytical and numerical determination of the exact location of the optimum torsion axis 73
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 73
Seismic design and performance of dual structures with BRBs and semi-rigid connections 73
Duttilità 72
An analytical approach for the evaluation of in-plan irregularity of real buildings 72
Critical review of the EC8 design provisions for buildings with eccentric braces 72
Seismic upgrading of RC buildings by rocking walls and viscous dampers 72
Experimental application of the Italian guidelines for the risk classification and management and for the safety evaluation of existing bridges 72
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 71
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 71
A new uniaxial material model for the simulation of lateral buckling of steel rebars 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
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 70
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 70
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
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 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
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 68
On the design of tied braced frames 67
N-M-V domains of circular reinforced concrete cross-sections 67
Design proposal for steel frames equipped with viscoelastic dampers 67
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 67
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 66
From one-storey to multi-storey asymmetric systems: conceptual differences and problems 66
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 66
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 65
ANALISI DELLA PROGETTAZIONE E DEL COMPORTAMENTO SISMICO DI TELAI CON CONTROVENTI ECCENTRICI 65
DUCTILITY AND ENERGY DISSIPATION DEMANDS OF ASYMMETRIC BUILDINGS 65
Seismic Behavior of Eccentrically Braced Frames Designed by Standard Computational Analyses 65
Totale 8.595
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Categoria #
all - tutte 50.445
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 50.445
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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
2025/20264.310 496 439 1.597 399 1.317 62 0 0 0 0 0 0
Totale 14.550