ROSSI, PIER PAOLO
 Distribuzione geografica
Continente #
NA - Nord America 7.976
AS - Asia 4.559
EU - Europa 4.114
SA - Sud America 842
AF - Africa 407
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 5
Totale 17.913
Nazione #
US - Stati Uniti d'America 7.674
SG - Singapore 2.289
RU - Federazione Russa 1.269
CN - Cina 1.261
IT - Italia 867
BR - Brasile 709
IE - Irlanda 700
UA - Ucraina 497
VN - Vietnam 360
FR - Francia 251
CA - Canada 234
KR - Corea 190
CI - Costa d'Avorio 180
GB - Regno Unito 103
NG - Nigeria 89
IN - India 61
SE - Svezia 55
HK - Hong Kong 54
DE - Germania 50
MX - Messico 49
NL - Olanda 49
AT - Austria 48
BD - Bangladesh 45
FI - Finlandia 45
IQ - Iraq 43
AR - Argentina 41
SN - Senegal 40
PL - Polonia 35
ZA - Sudafrica 34
IR - Iran 32
PK - Pakistan 32
CH - Svizzera 30
UZ - Uzbekistan 30
ES - Italia 29
JP - Giappone 26
TR - Turchia 26
EC - Ecuador 24
ID - Indonesia 23
MA - Marocco 18
GR - Grecia 17
CO - Colombia 14
VE - Venezuela 13
PH - Filippine 12
SA - Arabia Saudita 12
LT - Lituania 11
PE - Perù 11
TN - Tunisia 11
BJ - Benin 10
CL - Cile 9
EU - Europa 9
RO - Romania 9
UY - Uruguay 9
AE - Emirati Arabi Uniti 8
PY - Paraguay 8
BG - Bulgaria 7
JO - Giordania 7
LB - Libano 6
SI - Slovenia 6
DZ - Algeria 5
EG - Egitto 5
KE - Kenya 5
NO - Norvegia 5
NP - Nepal 5
AL - Albania 4
AZ - Azerbaigian 4
BY - Bielorussia 4
CZ - Repubblica Ceca 4
IL - Israele 4
KZ - Kazakistan 4
MY - Malesia 4
AU - Australia 3
BO - Bolivia 3
HN - Honduras 3
HR - Croazia 3
MK - Macedonia 3
PS - Palestinian Territory 3
RS - Serbia 3
TH - Thailandia 3
AF - Afghanistan, Repubblica islamica di 2
BE - Belgio 2
BH - Bahrain 2
CR - Costa Rica 2
DO - Repubblica Dominicana 2
ET - Etiopia 2
GE - Georgia 2
GH - Ghana 2
HU - Ungheria 2
JM - Giamaica 2
KG - Kirghizistan 2
LY - Libia 2
NZ - Nuova Zelanda 2
OM - Oman 2
PA - Panama 2
PT - Portogallo 2
TT - Trinidad e Tobago 2
AM - Armenia 1
AO - Angola 1
BB - Barbados 1
DM - Dominica 1
GA - Gabon 1
Totale 17.897
Città #
Dallas 1.422
Singapore 1.239
Santa Clara 1.089
Dublin 695
San Jose 573
Chandler 558
Jacksonville 546
Moscow 527
Ashburn 347
Boardman 259
Hefei 200
Nanjing 188
Seoul 188
Abidjan 180
Lauterbourg 177
Andover 174
Lawrence 174
Cambridge 171
Toronto 155
Beijing 144
Civitanova Marche 137
Ho Chi Minh City 136
Catania 133
Chicago 123
Los Angeles 108
Houston 101
Des Moines 98
Council Bluffs 81
Hanoi 79
San Mateo 79
Wilmington 72
Nanchang 64
São Paulo 59
Hebei 53
Hong Kong 50
Shenyang 47
New York 45
Abuja 41
Buffalo 41
Lagos 41
Dakar 40
The Dalles 40
Changsha 38
Columbus 37
Saint Petersburg 37
Tianjin 35
Naples 33
Jiaxing 31
Ottawa 31
Amsterdam 30
Redmond 28
Vienna 28
Warsaw 27
Helsinki 24
Palermo 24
Seattle 23
Atlanta 22
Belo Horizonte 22
Milan 22
Montreal 22
Orem 22
Brooklyn 20
Boston 19
Rome 19
Tashkent 19
Tokyo 19
Baghdad 18
Milazzo 18
London 17
San Francisco 17
Johannesburg 16
Lappeenranta 16
Rio de Janeiro 16
Brasília 15
Falls Church 15
Phoenix 15
Stockholm 15
Tehran 15
Chennai 14
Guangzhou 14
Messina 14
Denver 13
Redondo Beach 12
Bologna 11
Charlotte 11
Da Nang 11
Haiphong 11
Manchester 11
Ningbo 11
Porto Alegre 11
Can Tho 10
Cotonou 10
Dong Ket 10
Erbil 10
Jinan 10
Paris 10
Ankara 9
Hangzhou 9
Norwalk 9
Salvador 9
Totale 11.739
Nome #
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 172
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 164
A capacity design procedure for columns of steel structures with diagonals braces 162
A design procedure for tied braced frames 158
Achieving a more effective concentric braced frame by the double-stage yield BRB 158
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 157
A design procedure for pin‐supported rocking buckling‐restrained braced frames 152
A database for assisted assessment of torsional response of in-plan irregular buildings 151
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 146
A design procedure for dual eccentrically braced systems: Numerical investigation 138
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 137
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 136
A global approach to the design of steel frames 135
A design procedure for steel frames with rigid connections 135
A design procedure for dual eccentrically braced systems: Analytical formulation 134
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 133
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 132
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 130
Effects of Stirrups Corrosion on the Shear Strength of RC Beams 130
A design procedure for dual eccentrically braced - moment resisting systems: theory 129
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 129
A new macromodel for the assessment of the seismic response of infilled RC frames 127
A design procedure for dual eccentrically braced-moment resisting systems 126
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 125
A seismic design method for high ductility steel frames which takes into account P-D effect 123
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 121
Influence of link models in the assessment of the seismic response of multi-storey EBFs 121
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 120
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 118
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 117
Cyclic pushover analysis for seismic assessment of steel MRFs 115
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 114
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 114
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 114
A new uniaxial material model for the simulation of lateral buckling of steel rebars 112
A unitary approach for the design of concentrically braced frames 112
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 110
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 109
Behavior factor of dual systems with BRBs and semi-rigid connections 109
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 109
Seismic upgrading of typical Italian existing RC frames by BRBs 108
An alternative approach for the design of chevron-braced frames 108
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 108
Corroded Stirrups Effects on the Shear Behavior of Reinforced Concrete Slender Beams 107
A global approach to the design of steel structures 107
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 106
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 106
Effect of the DYB on the seismic response of steel concentric bracings 105
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 104
Design for seismic upgrading of existing RC frames by friction dampers 104
An analytical approach for the evaluation of the in-plan irregularity of real buildings 102
Improvement of the model proposed by Menegotto and Pinto for steel 102
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 102
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 102
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 101
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 101
Modelling of steel link beams of short, intermediate or long length 99
Comparison of nonlinear static methods for the assessment of asymmetric buildings 98
An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study 97
Exact evaluation of the location of the optimum torsion axis 97
Seismic upgrading of RC buildings by rocking walls and viscous dampers 97
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 96
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 96
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 94
Experimental application of the Italian guidelines for the risk classification and management and for the safety evaluation of existing bridges 94
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 93
P–Δ effects in the seismic design of steel moment resisting frames 93
Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames 92
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames 92
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 92
Seismic design and performance of dual structures with BRBs and semi-rigid connections 92
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 91
Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest 90
Seismic response of mono and bi-eccentric in-plan irregular systems 90
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 90
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 90
Critical review of the EC8 design provisions for buildings with eccentric braces 88
Analytical and numerical determination of the exact location of the optimum torsion axis 87
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 87
Design for seismic upgrading of existing RC frames by friction dampers 86
Capacità rotazionale di elementi in acciaio a sezione cava formati a freddo 85
Influence of Mass Uncertainties on the In-Elevation Irregularity of Chevron CBFs 85
Prediction of the Bending Moments in Columns of Concentrically Braced Frames in the Chevron Configuration 85
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 85
Influence of random variation of strength on seismic response of steel frames 85
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 85
Experimental Application of the Italian Bridge Guidelines to a Stock of Prestressed Concrete Bridges 84
Calibration of Ibarra-Krawinkler model for steel members with cold-formed hollow cross-section 84
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 84
An analytical approach for the evaluation of in-plan irregularity of real buildings 84
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 84
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 83
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 83
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 83
Design proposal for steel frames equipped with viscoelastic dampers 83
Duttilità 82
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 82
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 82
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 82
Seismic behaviour of EBFs coupled to moment resisting frames 81
Totale 10.799
Categoria #
all - tutte 58.240
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 58.240


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202199 0 0 0 0 0 0 0 0 0 0 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
2025/20268.048 496 439 1.597 399 1.317 1.469 1.023 137 581 452 138 0
Totale 18.288