IRIS
ROSSI, PIER PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 5.124
EU - Europa 2.535
AS - Asia 2.429
SA - Sud America 530
AF - Africa 169
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 4
Totale 10.801
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Nazione #
US - Stati Uniti d'America 4.891
SG - Singapore 1.146
CN - Cina 957
IT - Italia 791
IE - Irlanda 695
UA - Ucraina 486
BR - Brasile 483
CA - Canada 209
RU - Federazione Russa 166
KR - Corea 99
CI - Costa d'Avorio 80
GB - Regno Unito 70
FR - Francia 62
FI - Finlandia 42
SN - Senegal 40
SE - Svezia 37
VN - Vietnam 33
NL - Olanda 31
CH - Svizzera 28
DE - Germania 28
IN - India 21
BD - Bangladesh 20
ES - Italia 19
MX - Messico 19
IQ - Iraq 18
UZ - Uzbekistan 18
AT - Austria 17
IR - Iran 17
GR - Grecia 16
HK - Hong Kong 16
PL - Polonia 16
ZA - Sudafrica 16
TR - Turchia 14
NG - Nigeria 13
JP - Giappone 12
PK - Pakistan 12
AR - Argentina 11
EC - Ecuador 10
EU - Europa 9
ID - Indonesia 9
VE - Venezuela 7
BG - Bulgaria 6
LB - Libano 6
LT - Lituania 6
PE - Perù 6
UY - Uruguay 6
AE - Emirati Arabi Uniti 5
MA - Marocco 5
RO - Romania 5
SA - Arabia Saudita 5
KE - Kenya 4
PY - Paraguay 4
TN - Tunisia 4
AU - Australia 3
CO - Colombia 3
DZ - Algeria 3
KZ - Kazakistan 3
NO - Norvegia 3
AF - Afghanistan, Repubblica islamica di 2
BH - Bahrain 2
BY - Bielorussia 2
CZ - Repubblica Ceca 2
HR - Croazia 2
JO - Giordania 2
NP - Nepal 2
PS - Palestinian Territory 2
AL - Albania 1
AM - Armenia 1
AZ - Azerbaigian 1
BB - Barbados 1
BE - Belgio 1
DO - Repubblica Dominicana 1
EG - Egitto 1
GH - Ghana 1
GT - Guatemala 1
HN - Honduras 1
HU - Ungheria 1
IL - Israele 1
JM - Giamaica 1
KG - Kirghizistan 1
LU - Lussemburgo 1
LY - Libia 1
MN - Mongolia 1
NZ - Nuova Zelanda 1
OM - Oman 1
PH - Filippine 1
PT - Portogallo 1
TG - Togo 1
TJ - Tagikistan 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 10.801
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Città #
Santa Clara 1.070
Dublin 690
Singapore 665
Chandler 557
Jacksonville 546
Boardman 259
Hefei 195
Nanjing 188
Andover 174
Lawrence 174
Cambridge 171
Toronto 151
Civitanova Marche 137
Catania 120
Chicago 118
Ashburn 104
Seoul 99
Des Moines 98
Houston 95
Dallas 91
Beijing 85
Abidjan 80
San Mateo 79
Wilmington 72
Council Bluffs 65
Nanchang 64
Hebei 53
Shenyang 47
Dakar 40
The Dalles 40
Changsha 38
Los Angeles 38
Saint Petersburg 37
Columbus 36
São Paulo 35
Tianjin 35
Jiaxing 31
Ottawa 31
Redmond 28
Naples 26
Helsinki 23
Palermo 19
Milazzo 18
Seattle 18
Amsterdam 17
Belo Horizonte 17
Hong Kong 16
Moscow 16
New York 16
San Francisco 16
Boston 15
Brooklyn 15
Falls Church 15
Rome 15
Guangzhou 14
Lappeenranta 14
Messina 14
Milan 14
Abuja 12
Rio de Janeiro 12
Bologna 11
Ningbo 11
Phoenix 11
Brasília 10
Dong Ket 10
Montreal 10
Charlotte 9
Hangzhou 9
Jinan 9
London 9
Norwalk 9
Paris 9
Tremestieri Etneo 9
Turin 9
Warsaw 9
Ceppaloni 8
Genoa 8
Johannesburg 8
Kunming 8
Rho 8
Taizhou 8
Vienna 8
Zhengzhou 8
Aci Catena 7
Athens 7
Baghdad 7
Ciampino 7
Curitiba 7
Erbil 7
Floridia 7
Liberty Lake 7
Munich 7
Porto Alegre 7
Stockholm 7
Tashkent 7
Tokyo 7
Ann Arbor 6
Den Haag 6
Lentini 6
Montevideo 6
Totale 7.301
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Nome #
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 137
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 119
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 106
Achieving a more effective concentric braced frame by the double-stage yield BRB 104
A design procedure for tied braced frames 102
A capacity design procedure for columns of steel structures with diagonals braces 100
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 87
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 85
A design procedure for dual eccentrically braced systems: Analytical formulation 82
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 81
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 81
A design procedure for pin‐supported rocking buckling‐restrained braced frames 81
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 81
A seismic design method for high ductility steel frames which takes into account P-D effect 80
A global approach to the design of steel frames 79
A design procedure for steel frames with rigid connections 79
Influence of link models in the assessment of the seismic response of multi-storey EBFs 79
A design procedure for dual eccentrically braced systems: Numerical investigation 79
A design procedure for dual eccentrically braced - moment resisting systems: theory 78
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 78
A database for assisted assessment of torsional response of in-plan irregular buildings 78
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 78
Exact evaluation of the location of the optimum torsion axis 77
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 77
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 77
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 77
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 76
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 76
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 76
Improvement of the model proposed by Menegotto and Pinto for steel 75
Modelling of steel link beams of short, intermediate or long length 75
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 75
A new macromodel for the assessment of the seismic response of infilled RC frames 74
Cyclic pushover analysis for seismic assessment of steel MRFs 73
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 72
A design procedure for dual eccentrically braced-moment resisting systems 72
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 72
Comparison of nonlinear static methods for the assessment of asymmetric buildings 71
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames 70
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 68
An analytical approach for the evaluation of the in-plan irregularity of real buildings 68
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 67
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 67
Effect of the DYB on the seismic response of steel concentric bracings 66
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 66
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames 65
Seismic upgrading of typical Italian existing RC frames by BRBs 65
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 65
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 64
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 64
A global approach to the design of steel structures 64
Seismic response of mono and bi-eccentric in-plan irregular systems 63
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 63
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 62
A unitary approach for the design of concentrically braced frames 62
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 61
Seismic behaviour of EBFs coupled to moment resisting frames 61
Critical review of the EC8 design provisions for buildings with eccentric braces 61
Seismic design and performance of dual structures with BRBs and semi-rigid connections 61
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 61
Design for seismic upgrading of existing RC frames by friction dampers 61
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 60
Previsione della risposta sismica a collasso di telai con controventi concentrici 60
Analytical and numerical determination of the exact location of the optimum torsion axis 60
An analytical approach for the evaluation of in-plan irregularity of real buildings 60
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 60
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 60
Seismic upgrading of RC buildings by rocking walls and viscous dampers 60
Corroded Stirrups Effects on the Shear Behavior of Reinforced Concrete Slender Beams 59
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 59
Duttilità 59
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 59
Steel exoskeleton with DYB for resilient and sustainable seismic upgrading of rc frames 58
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 58
ANALISI DELLA PROGETTAZIONE E DEL COMPORTAMENTO SISMICO DI TELAI CON CONTROVENTI ECCENTRICI 58
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 58
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 58
An alternative approach for the design of chevron-braced frames 58
Influence of random variation of strength on seismic response of steel frames 57
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 57
Behavior factor of dual systems with BRBs and semi-rigid connections 57
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 57
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 56
Fattore di struttura di telai con controventi eccentrici progettati secondo EC8 55
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 55
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 55
CALIBRATION AND VALIDATION OF AN OVERDAMPED DISPLACEMENT ADAPTIVE PROCEDURE FOR SEISMIC ASSESSMENT OF INFILLED RC FRAMES 54
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 54
Influence of the brace overstrength on the seismic behaviour of chevron braced frames 54
Problems of modeling in macro-elements retrofitted with reversible mixed techniques 54
From one-storey to multi-storey asymmetric systems: conceptual differences and problems 54
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 54
DUCTILITY AND ENERGY DISSIPATION DEMANDS OF ASYMMETRIC BUILDINGS 54
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 54
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 54
Capacità rotazionale di elementi in acciaio a sezione cava formati a freddo 53
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 53
Comments on Eurocode 8 torsional provisions 53
Design proposal for steel frames equipped with viscoelastic dampers 53
Design for seismic upgrading of existing RC frames by friction dampers 53
Totale 6.828
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Categoria #
all - tutte 43.053
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 43.053
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021884 0 93 120 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
2025/2026935 496 439 0 0 0 0 0 0 0 0 0 0
Totale 11.175