ROSSI, PIER PAOLO
 Distribuzione geografica
Continente #
NA - Nord America 8.166
AS - Asia 4.588
EU - Europa 4.157
SA - Sud America 851
AF - Africa 407
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 5
Totale 18.184
Nazione #
US - Stati Uniti d'America 7.859
SG - Singapore 2.302
RU - Federazione Russa 1.269
CN - Cina 1.264
IT - Italia 903
BR - Brasile 715
IE - Irlanda 700
UA - Ucraina 497
VN - Vietnam 361
FR - Francia 251
CA - Canada 236
KR - Corea 191
CI - Costa d'Avorio 180
GB - Regno Unito 103
NG - Nigeria 89
IN - India 62
HK - Hong Kong 55
SE - Svezia 55
BD - Bangladesh 52
MX - Messico 51
DE - Germania 50
NL - Olanda 49
AT - Austria 48
FI - Finlandia 45
IQ - Iraq 43
AR - Argentina 42
SN - Senegal 40
PL - Polonia 35
ZA - Sudafrica 34
ES - Italia 32
IR - Iran 32
PK - Pakistan 32
CH - Svizzera 30
UZ - Uzbekistan 30
JP - Giappone 26
TR - Turchia 26
EC - Ecuador 24
ID - Indonesia 23
MA - Marocco 18
GR - Grecia 17
CO - Colombia 14
VE - Venezuela 13
LT - Lituania 12
PE - Perù 12
PH - Filippine 12
SA - Arabia Saudita 12
TN - Tunisia 11
BJ - Benin 10
CL - Cile 10
RO - Romania 10
EU - Europa 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
TH - Thailandia 5
AL - Albania 4
AZ - Azerbaigian 4
BY - Bielorussia 4
CZ - Repubblica Ceca 4
IL - Israele 4
KZ - Kazakistan 4
MY - Malesia 4
PT - Portogallo 4
AU - Australia 3
BO - Bolivia 3
HN - Honduras 3
HR - Croazia 3
JM - Giamaica 3
MK - Macedonia 3
PS - Palestinian Territory 3
RS - Serbia 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
KG - Kirghizistan 2
LY - Libia 2
NZ - Nuova Zelanda 2
OM - Oman 2
PA - Panama 2
TT - Trinidad e Tobago 2
AM - Armenia 1
AO - Angola 1
BB - Barbados 1
DM - Dominica 1
GA - Gabon 1
Totale 18.168
Città #
Dallas 1.425
Singapore 1.243
Santa Clara 1.107
Dublin 695
San Jose 635
Chandler 558
Jacksonville 546
Moscow 527
Ashburn 359
Boardman 259
Hefei 200
Seoul 189
Nanjing 188
Abidjan 180
Lauterbourg 177
Andover 174
Lawrence 174
Cambridge 171
Toronto 156
Beijing 144
Civitanova Marche 137
Ho Chi Minh City 136
Catania 134
Chicago 128
Los Angeles 113
Houston 103
Des Moines 98
Council Bluffs 81
Hanoi 80
San Mateo 79
Wilmington 72
Nanchang 64
São Paulo 60
Hebei 53
Hong Kong 50
New York 49
Shenyang 47
Abuja 41
Buffalo 41
Lagos 41
Dakar 40
The Dalles 40
Changsha 38
Columbus 37
Saint Petersburg 37
Naples 35
Tianjin 35
Jiaxing 31
Ottawa 31
Amsterdam 30
Redmond 28
Vienna 28
Warsaw 27
Helsinki 24
Palermo 24
Atlanta 23
Montreal 23
Seattle 23
Belo Horizonte 22
Mascalucia 22
Milan 22
Orem 22
Rome 22
Brooklyn 21
Boston 19
Tashkent 19
Tokyo 19
Baghdad 18
Milazzo 18
London 17
San Francisco 17
Johannesburg 16
Lappeenranta 16
Phoenix 16
Rio de Janeiro 16
Brasília 15
Falls Church 15
Stockholm 15
Tehran 15
Chennai 14
Guangzhou 14
Messina 14
Denver 13
Porto Alegre 12
Redondo Beach 12
Bologna 11
Charlotte 11
Da Nang 11
Haiphong 11
Manchester 11
Ningbo 11
Can Tho 10
Cotonou 10
Dong Ket 10
Erbil 10
Jinan 10
Paris 10
Ankara 9
Hangzhou 9
Mexico City 9
Totale 11.882
Nome #
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 174
A capacity design procedure for columns of steel structures with diagonals braces 166
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 165
A design procedure for tied braced frames 161
Achieving a more effective concentric braced frame by the double-stage yield BRB 159
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 159
A database for assisted assessment of torsional response of in-plan irregular buildings 153
A design procedure for pin‐supported rocking buckling‐restrained braced frames 152
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 147
A design procedure for dual eccentrically braced systems: Numerical investigation 139
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 138
A global approach to the design of steel frames 137
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 137
A design procedure for steel frames with rigid connections 136
A design procedure for dual eccentrically braced systems: Analytical formulation 135
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 134
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 133
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 132
A design procedure for dual eccentrically braced - moment resisting systems: theory 130
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 130
Effects of Stirrups Corrosion on the Shear Strength of RC Beams 130
A new macromodel for the assessment of the seismic response of infilled RC frames 129
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 128
A design procedure for dual eccentrically braced-moment resisting systems 127
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 126
A seismic design method for high ductility steel frames which takes into account P-D effect 125
A new uniaxial material model for the simulation of lateral buckling of steel rebars 124
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 123
Influence of link models in the assessment of the seismic response of multi-storey EBFs 122
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 119
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 117
Cyclic pushover analysis for seismic assessment of steel MRFs 117
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 116
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 115
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 115
A unitary approach for the design of concentrically braced frames 114
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 112
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 112
Seismic upgrading of typical Italian existing RC frames by BRBs 111
Behavior factor of dual systems with BRBs and semi-rigid connections 110
A global approach to the design of steel structures 110
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 109
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 109
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 109
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 109
An alternative approach for the design of chevron-braced frames 109
Corroded Stirrups Effects on the Shear Behavior of Reinforced Concrete Slender Beams 107
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 107
Effect of the DYB on the seismic response of steel concentric bracings 107
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 105
Improvement of the model proposed by Menegotto and Pinto for steel 104
Design for seismic upgrading of existing RC frames by friction dampers 104
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 103
An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study 102
An analytical approach for the evaluation of the in-plan irregularity of real buildings 102
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 102
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 101
Comparison of nonlinear static methods for the assessment of asymmetric buildings 100
Modelling of steel link beams of short, intermediate or long length 100
Exact evaluation of the location of the optimum torsion axis 97
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 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
Experimental application of the Italian guidelines for the risk classification and management and for the safety evaluation of existing bridges 96
P–Δ effects in the seismic design of steel moment resisting frames 96
Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames 94
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 94
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 93
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames 93
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 93
Seismic response of mono and bi-eccentric in-plan irregular systems 92
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 92
Seismic design and performance of dual structures with BRBs and semi-rigid connections 92
Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest 91
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 91
Influence of Mass Uncertainties on the In-Elevation Irregularity of Chevron CBFs 90
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 89
Analytical and numerical determination of the exact location of the optimum torsion axis 88
Critical review of the EC8 design provisions for buildings with eccentric braces 88
Influence of random variation of strength on seismic response of steel frames 87
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 87
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 87
Experimental Application of the Italian Bridge Guidelines to a Stock of Prestressed Concrete Bridges 86
Calibration of Ibarra-Krawinkler model for steel members with cold-formed hollow cross-section 86
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 86
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
Prediction of the Bending Moments in Columns of Concentrically Braced Frames in the Chevron Configuration 85
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 85
An analytical approach for the evaluation of in-plan irregularity of real buildings 85
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 85
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 85
Design proposal for steel frames equipped with viscoelastic dampers 85
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 85
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 84
Duttilità 83
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 83
Seismic behaviour of EBFs coupled to moment resisting frames 83
Development of a Large Database of Italian Bridge Bearings: Preliminary Analysis of Collected Data and Typical Defects 82
Totale 10.963
Categoria #
all - tutte 61.514
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 61.514


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
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
2025/20268.261 496 439 1.597 399 1.317 1.469 1.023 137 581 452 185 166
2026/202758 58 0 0 0 0 0 0 0 0 0 0 0
Totale 18.559