IRIS
ROSSI, PIER PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 8.380
AS - Asia 4.617
EU - Europa 4.212
SA - Sud America 869
AF - Africa 407
Continente sconosciuto - Info sul continente non disponibili 385
OC - Oceania 5
Totale 18.875
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Nazione #
US - Stati Uniti d'America 8.042
SG - Singapore 2.305
RU - Federazione Russa 1.269
CN - Cina 1.267
IT - Italia 946
BR - Brasile 720
IE - Irlanda 700
UA - Ucraina 498
VN - Vietnam 367
FR - Francia 254
CA - Canada 249
KR - Corea 191
CI - Costa d'Avorio 180
GB - Regno Unito 103
NG - Nigeria 89
BD - Bangladesh 62
IN - India 62
HK - Hong Kong 57
SE - Svezia 57
MX - Messico 54
DE - Germania 52
NL - Olanda 49
AT - Austria 48
FI - Finlandia 45
IQ - Iraq 44
AR - Argentina 43
SN - Senegal 40
PL - Polonia 35
ZA - Sudafrica 34
ES - Italia 33
IR - Iran 32
PK - Pakistan 32
CH - Svizzera 30
UZ - Uzbekistan 30
EC - Ecuador 29
JP - Giappone 26
TR - Turchia 26
ID - Indonesia 25
CO - Colombia 18
MA - Marocco 18
GR - Grecia 17
VE - Venezuela 16
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
JM - Giamaica 8
PY - Paraguay 8
BG - Bulgaria 7
JO - Giordania 7
LB - Libano 6
SI - Slovenia 6
TH - Thailandia 6
AL - Albania 5
DZ - Algeria 5
EG - Egitto 5
HN - Honduras 5
KE - Kenya 5
NO - Norvegia 5
NP - Nepal 5
AZ - Azerbaigian 4
BY - Bielorussia 4
CR - Costa Rica 4
CZ - Repubblica Ceca 4
IL - Israele 4
KZ - Kazakistan 4
MY - Malesia 4
PT - Portogallo 4
AU - Australia 3
BO - Bolivia 3
DO - Repubblica Dominicana 3
HR - Croazia 3
MK - Macedonia 3
PS - Palestinian Territory 3
RS - Serbia 3
TT - Trinidad e Tobago 3
AF - Afghanistan, Repubblica islamica di 2
AM - Armenia 2
BA - Bosnia-Erzegovina 2
BE - Belgio 2
BH - Bahrain 2
ET - Etiopia 2
GE - Georgia 2
GH - Ghana 2
GT - Guatemala 2
HU - Ungheria 2
KG - Kirghizistan 2
KY - Cayman, isole 2
LY - Libia 2
NZ - Nuova Zelanda 2
OM - Oman 2
PA - Panama 2
AO - Angola 1
Totale 18.481
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Città #
Dallas 1.426
Singapore 1.244
Santa Clara 1.117
Dublin 695
San Jose 636
Chandler 558
Jacksonville 546
Moscow 527
Ashburn 366
Boardman 259
Hefei 200
Council Bluffs 190
Seoul 189
Nanjing 188
Abidjan 180
Lauterbourg 177
Andover 174
Lawrence 174
Cambridge 171
Toronto 156
Beijing 147
Ho Chi Minh City 138
Civitanova Marche 137
Catania 136
Chicago 128
Los Angeles 117
Houston 103
Des Moines 98
Hanoi 81
San Mateo 79
Wilmington 72
Nanchang 64
São Paulo 60
Hebei 53
Hong Kong 52
New York 51
Shenyang 47
Abuja 41
Buffalo 41
Lagos 41
Dakar 40
The Dalles 40
Changsha 38
Columbus 37
Saint Petersburg 37
Naples 35
Palermo 35
Tianjin 35
Jiaxing 31
Ottawa 31
Amsterdam 30
Redmond 28
Vienna 28
Milan 27
Warsaw 27
Rome 25
Helsinki 24
Montreal 24
Atlanta 23
Seattle 23
Belo Horizonte 22
Mascalucia 22
Orem 22
Brooklyn 21
Phoenix 20
Baghdad 19
Boston 19
Rio de Janeiro 19
Tashkent 19
Tokyo 19
Milazzo 18
San Francisco 18
London 17
Johannesburg 16
Lappeenranta 16
Brasília 15
Falls Church 15
Messina 15
Stockholm 15
Tehran 15
Chennai 14
Guangzhou 14
Bologna 13
Da Nang 13
Denver 13
Porto Alegre 13
Quito 12
Redondo Beach 12
Charlotte 11
Dhaka 11
Haiphong 11
Manchester 11
Ningbo 11
Can Tho 10
Cotonou 10
Dong Ket 10
Erbil 10
Jinan 10
Mexico City 10
Paris 10
Totale 12.068
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Nome #
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 183
A capacity design procedure for columns of steel structures with diagonals braces 167
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 167
A design procedure for tied braced frames 165
Achieving a more effective concentric braced frame by the double-stage yield BRB 161
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 155
A design procedure for pin‐supported rocking buckling‐restrained braced frames 155
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 150
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 140
A design procedure for dual eccentrically braced systems: Numerical investigation 139
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 138
A global approach to the design of steel frames 137
A design procedure for dual eccentrically braced systems: Analytical formulation 136
A design procedure for steel frames with rigid connections 136
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 135
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 134
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 134
Effects of Stirrups Corrosion on the Shear Strength of RC Beams 132
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 131
A design procedure for dual eccentrically braced - moment resisting systems: theory 130
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 130
A new macromodel for the assessment of the seismic response of infilled RC frames 130
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 127
A new uniaxial material model for the simulation of lateral buckling of steel rebars 127
A design procedure for dual eccentrically braced-moment resisting systems 127
A seismic design method for high ductility steel frames which takes into account P-D effect 125
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 124
Influence of link models in the assessment of the seismic response of multi-storey EBFs 123
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 121
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 118
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 118
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 117
Cyclic pushover analysis for seismic assessment of steel MRFs 117
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 116
A unitary approach for the design of concentrically braced frames 115
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 114
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 113
Behavior factor of dual systems with BRBs and semi-rigid connections 113
Seismic upgrading of typical Italian existing RC frames by BRBs 112
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 111
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 111
A global approach to the design of steel structures 111
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 110
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 108
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 108
Effect of the DYB on the seismic response of steel concentric bracings 108
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 106
Improvement of the model proposed by Menegotto and Pinto for steel 105
Design for seismic upgrading of existing RC frames by friction dampers 105
An Assessment of the Seismic Performance of EC8-Compliant CBFs Taking into Account the Role of Soil: A Case Study 104
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 104
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 103
Comparison of nonlinear static methods for the assessment of asymmetric buildings 102
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 102
An analytical approach for the evaluation of the in-plan irregularity of real buildings 102
Modelling of steel link beams of short, intermediate or long length 102
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 102
Experimental application of the Italian guidelines for the risk classification and management and for the safety evaluation of existing bridges 99
Exact evaluation of the location of the optimum torsion axis 98
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 98
Effectiveness of Design Procedures in Counteracting Second Order Effects in Steel Moment Resisting Frames 97
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 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
P–Δ effects in the seismic design of steel moment resisting frames 96
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames 95
Effectiveness of Seismic Upgrading of Confined Masonry Buildings by e-EXOS: A Case Study in Bucharest 94
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 94
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 94
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 94
Seismic design and performance of dual structures with BRBs and semi-rigid connections 93
Seismic response of mono and bi-eccentric in-plan irregular systems 92
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 92
Development of a Large Database of Italian Bridge Bearings: Preliminary Analysis of Collected Data and Typical Defects 91
Influence of Mass Uncertainties on the In-Elevation Irregularity of Chevron CBFs 91
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 91
External steel exoskeleton for a life-cycle upgrading approach for seismic retrofit of existing RC framed structures 91
Experimental Application of the Italian Bridge Guidelines to a Stock of Prestressed Concrete Bridges 89
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 89
Analytical and numerical determination of the exact location of the optimum torsion axis 89
Critical review of the EC8 design provisions for buildings with eccentric braces 89
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 89
Calibration of Ibarra-Krawinkler model for steel members with cold-formed hollow cross-section 88
Influence of random variation of strength on seismic response of steel frames 88
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 88
Prediction of the Bending Moments in Columns of Concentrically Braced Frames in the Chevron Configuration 87
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 87
Design for seismic upgrading of existing RC frames by friction dampers 87
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 86
An analytical approach for the evaluation of in-plan irregularity of real buildings 86
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 86
Design proposal for steel frames equipped with viscoelastic dampers 86
Capacità rotazionale di elementi in acciaio a sezione cava formati a freddo 85
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 85
Proposal of a Design Procedure for Steel Frames with Viscoelastic Dampers 83
Duttilità 83
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 83
Totale 11.116
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Categoria #
all - tutte 64.412
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 64.412
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022897 0 0 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
2026/2027374 119 255 0 0 0 0 0 0 0 0 0 0
Totale 18.875