IRIS
ROSSI, PIER PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 6.488
EU - Europa 2.593
AS - Asia 2.576
SA - Sud America 654
AF - Africa 282
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 4
Totale 12.607
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Nazione #
US - Stati Uniti d'America 6.243
SG - Singapore 1.161
CN - Cina 1.009
IT - Italia 804
IE - Irlanda 697
BR - Brasile 582
UA - Ucraina 487
CA - Canada 211
CI - Costa d'Avorio 178
RU - Federazione Russa 169
KR - Corea 100
VN - Vietnam 89
GB - Regno Unito 72
FR - Francia 63
AT - Austria 46
FI - Finlandia 43
SN - Senegal 40
SE - Svezia 37
NL - Olanda 32
CH - Svizzera 28
DE - Germania 28
MX - Messico 28
IN - India 26
AR - Argentina 25
BD - Bangladesh 21
ZA - Sudafrica 21
IQ - Iraq 20
ES - Italia 19
PL - Polonia 18
UZ - Uzbekistan 18
IR - Iran 17
GR - Grecia 16
HK - Hong Kong 16
TR - Turchia 15
EC - Ecuador 14
JP - Giappone 14
NG - Nigeria 14
PK - Pakistan 14
ID - Indonesia 12
EU - Europa 9
VE - Venezuela 8
MA - Marocco 7
AE - Emirati Arabi Uniti 6
BG - Bulgaria 6
CO - Colombia 6
LB - Libano 6
LT - Lituania 6
PE - Perù 6
PY - Paraguay 6
RO - Romania 6
UY - Uruguay 6
NO - Norvegia 5
SA - Arabia Saudita 5
DZ - Algeria 4
KE - Kenya 4
TN - Tunisia 4
AU - Australia 3
EG - Egitto 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
HN - Honduras 2
HR - Croazia 2
JO - Giordania 2
KG - Kirghizistan 2
MY - Malesia 2
NP - Nepal 2
PS - Palestinian Territory 2
AL - Albania 1
AM - Armenia 1
AZ - Azerbaigian 1
BB - Barbados 1
BE - Belgio 1
CL - Cile 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
GA - Gabon 1
GT - Guatemala 1
HU - Ungheria 1
IL - Israele 1
JM - Giamaica 1
LU - Lussemburgo 1
LY - Libia 1
MN - Mongolia 1
NZ - Nuova Zelanda 1
OM - Oman 1
PT - Portogallo 1
TG - Togo 1
TH - Thailandia 1
TJ - Tagikistan 1
UG - Uganda 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 12.607
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Città #
Dallas 1.411
Santa Clara 1.071
Dublin 692
Singapore 666
Chandler 557
Jacksonville 546
Boardman 259
Hefei 200
Nanjing 188
Abidjan 178
Andover 174
Lawrence 174
Cambridge 171
Toronto 151
Civitanova Marche 137
Catania 120
Chicago 119
Ashburn 112
Seoul 99
Des Moines 98
Houston 96
Beijing 88
San Mateo 79
Wilmington 72
Council Bluffs 65
Nanchang 64
Hebei 53
Shenyang 47
São Paulo 43
Dakar 40
Los Angeles 40
The Dalles 40
Changsha 38
Saint Petersburg 37
Columbus 36
Tianjin 35
Jiaxing 31
Ottawa 31
Redmond 28
Naples 27
Vienna 27
Helsinki 23
Palermo 23
Ho Chi Minh City 22
Belo Horizonte 20
Seattle 19
Milan 18
Milazzo 18
Amsterdam 17
New York 17
Rome 17
Brooklyn 16
Hong Kong 16
Moscow 16
San Francisco 16
Boston 15
Falls Church 15
Hanoi 15
Lappeenranta 15
Guangzhou 14
Messina 14
Rio de Janeiro 14
Brasília 13
Abuja 12
Montreal 12
Phoenix 12
Bologna 11
Ningbo 11
Warsaw 11
Dong Ket 10
Johannesburg 10
Charlotte 9
Hangzhou 9
Jinan 9
London 9
Norwalk 9
Paris 9
Porto Alegre 9
Tokyo 9
Tremestieri Etneo 9
Turin 9
Ceppaloni 8
Curitiba 8
Erbil 8
Genoa 8
Kunming 8
Rho 8
Taizhou 8
Zhengzhou 8
Aci Catena 7
Athens 7
Baghdad 7
Ciampino 7
Floridia 7
Liberty Lake 7
Munich 7
Stockholm 7
Tashkent 7
Ann Arbor 6
Chennai 6
Totale 8.831
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Nome #
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 141
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 127
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 125
A capacity design procedure for columns of steel structures with diagonals braces 121
A design procedure for tied braced frames 118
Achieving a more effective concentric braced frame by the double-stage yield BRB 114
A design procedure for pin‐supported rocking buckling‐restrained braced frames 106
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 104
A database for assisted assessment of torsional response of in-plan irregular buildings 99
A global approach to the design of steel frames 98
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 97
A design procedure for dual eccentrically braced systems: Analytical formulation 96
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 96
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 95
A design procedure for dual eccentrically braced systems: Numerical investigation 94
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 94
A design procedure for steel frames with rigid connections 93
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 92
A design procedure for dual eccentrically braced - moment resisting systems: theory 91
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 91
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 90
Influence of link models in the assessment of the seismic response of multi-storey EBFs 89
A design procedure for dual eccentrically braced-moment resisting systems 88
A new macromodel for the assessment of the seismic response of infilled RC frames 88
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 87
A seismic design method for high ductility steel frames which takes into account P-D effect 86
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 86
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 85
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 84
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 84
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 84
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 83
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 82
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 82
Modelling of steel link beams of short, intermediate or long length 81
Cyclic pushover analysis for seismic assessment of steel MRFs 81
Exact evaluation of the location of the optimum torsion axis 80
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 80
Effects of Stirrups Corrosion on the Shear Strength of RC Beams 80
Improvement of the model proposed by Menegotto and Pinto for steel 78
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 78
A global approach to the design of steel structures 78
An analytical approach for the evaluation of the in-plan irregularity of real buildings 77
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 77
Comparison of nonlinear static methods for the assessment of asymmetric buildings 76
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 76
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames 75
A unitary approach for the design of concentrically braced frames 75
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 75
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 74
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 74
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 73
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 73
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 73
Seismic upgrading of typical Italian existing RC frames by BRBs 72
Effect of the DYB on the seismic response of steel concentric bracings 72
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 71
Behavior factor of dual systems with BRBs and semi-rigid connections 71
An alternative approach for the design of chevron-braced frames 71
Seismic response of mono and bi-eccentric in-plan irregular systems 70
Design for seismic upgrading of existing RC frames by friction dampers 70
Corroded Stirrups Effects on the Shear Behavior of Reinforced Concrete Slender Beams 69
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 69
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 68
Analytical and numerical determination of the exact location of the optimum torsion axis 68
Seismic design and performance of dual structures with BRBs and semi-rigid connections 68
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 68
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 67
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 67
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 66
Critical review of the EC8 design provisions for buildings with eccentric braces 66
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 65
An analytical approach for the evaluation of in-plan irregularity of real buildings 65
Duttilità 64
Seismic behaviour of EBFs coupled to moment resisting frames 64
P–Δ effects in the seismic design of steel moment resisting frames 64
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 63
Previsione della risposta sismica a collasso di telai con controventi concentrici 63
Seismic upgrading of RC buildings by rocking walls and viscous dampers 63
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 62
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 62
Influence of random variation of strength on seismic response of steel frames 62
ANALISI DELLA PROGETTAZIONE E DEL COMPORTAMENTO SISMICO DI TELAI CON CONTROVENTI ECCENTRICI 62
Influence of modelling of steel link beams on the seismic response of EBFs 62
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 62
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 62
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 61
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 61
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 61
Experimental application of the Italian guidelines for the risk classification and management and for the safety evaluation of existing bridges 61
A new uniaxial material model for the simulation of lateral buckling of steel rebars 60
N-M-V domains of circular reinforced concrete cross-sections 60
Seismic Behavior of Eccentrically Braced Frames Designed by Standard Computational Analyses 60
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 60
On the design of tied braced frames 59
Influence of the brace overstrength on the seismic behaviour of chevron braced frames 59
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 59
DUCTILITY AND ENERGY DISSIPATION DEMANDS OF ASYMMETRIC BUILDINGS 59
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 59
Design for seismic upgrading of existing RC frames by friction dampers 59
Totale 7.780
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Categoria #
all - tutte 47.239
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 47.239
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021671 0 0 0 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
2024/20253.830 6 395 224 221 874 459 135 162 330 381 249 394
2025/20262.741 496 439 1.597 209 0 0 0 0 0 0 0 0
Totale 12.981