IRIS
ROSSI, PIER PAOLO
 Distribuzione geografica
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Continente #
NA - Nord America 4.613
EU - Europa 2.395
AS - Asia 1.739
SA - Sud America 333
AF - Africa 145
Continente sconosciuto - Info sul continente non disponibili 10
OC - Oceania 4
Totale 9.239
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Nazione #
US - Stati Uniti d'America 4.418
SG - Singapore 955
IT - Italia 758
IE - Irlanda 694
CN - Cina 668
UA - Ucraina 484
BR - Brasile 306
CA - Canada 182
RU - Federazione Russa 157
CI - Costa d'Avorio 80
FR - Francia 57
SN - Senegal 39
FI - Finlandia 36
GB - Regno Unito 34
SE - Svezia 30
CH - Svizzera 27
DE - Germania 25
NL - Olanda 24
AT - Austria 17
IR - Iran 17
UZ - Uzbekistan 17
GR - Grecia 16
MX - Messico 12
NG - Nigeria 12
VN - Vietnam 10
EU - Europa 9
IN - India 9
IQ - Iraq 8
PL - Polonia 8
TR - Turchia 7
AR - Argentina 6
ES - Italia 6
ID - Indonesia 6
PK - Pakistan 6
BG - Bulgaria 5
EC - Ecuador 5
HK - Hong Kong 5
JP - Giappone 5
LB - Libano 5
PE - Perù 5
RO - Romania 5
TN - Tunisia 4
VE - Venezuela 4
AU - Australia 3
DZ - Algeria 3
KR - Corea 3
MA - Marocco 3
UY - Uruguay 3
ZA - Sudafrica 3
AE - Emirati Arabi Uniti 2
BD - Bangladesh 2
BY - Bielorussia 2
CO - Colombia 2
CZ - Repubblica Ceca 2
HR - Croazia 2
KZ - Kazakistan 2
NP - Nepal 2
PS - Palestinian Territory 2
PY - Paraguay 2
AL - Albania 1
AM - Armenia 1
BE - Belgio 1
BH - Bahrain 1
HU - Ungheria 1
IL - Israele 1
JM - Giamaica 1
KE - Kenya 1
KG - Kirghizistan 1
LU - Lussemburgo 1
MN - Mongolia 1
NO - Norvegia 1
NZ - Nuova Zelanda 1
OM - Oman 1
PH - Filippine 1
PT - Portogallo 1
SA - Arabia Saudita 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 9.239
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Città #
Santa Clara 1.056
Dublin 689
Chandler 557
Jacksonville 546
Singapore 507
Boardman 259
Nanjing 188
Andover 174
Lawrence 174
Cambridge 171
Toronto 149
Civitanova Marche 137
Catania 113
Chicago 110
Des Moines 98
Houston 93
Abidjan 80
San Mateo 79
Ashburn 75
Wilmington 72
Nanchang 64
Hebei 53
Council Bluffs 49
Shenyang 47
Dakar 39
Changsha 38
Saint Petersburg 37
Tianjin 35
Jiaxing 31
Ottawa 31
Redmond 28
Naples 26
Helsinki 23
São Paulo 21
Palermo 19
Milazzo 18
Seattle 18
Moscow 16
Amsterdam 15
Falls Church 15
Los Angeles 15
Beijing 14
Guangzhou 14
Messina 14
Milan 14
Lappeenranta 13
Rome 13
Abuja 12
Ningbo 11
Belo Horizonte 10
Dong Ket 10
Bologna 9
Brasília 9
Hangzhou 9
Jinan 9
Norwalk 9
Rio de Janeiro 9
Tremestieri Etneo 9
Turin 9
Ceppaloni 8
Genoa 8
Kunming 8
Rho 8
Taizhou 8
Vienna 8
Zhengzhou 8
Aci Catena 7
Athens 7
Ciampino 7
Floridia 7
Liberty Lake 7
Paris 7
Ann Arbor 6
Den Haag 6
Lentini 6
Shanghai 6
Tashkent 6
The Dalles 6
Washington 6
Baghdad 5
Changchun 5
Duncan 5
Hong Kong 5
Lausanne 5
Nanto 5
New York 5
Porto Alegre 5
Pune 5
Recife 5
Campinas 4
Curitiba 4
Grammichele 4
Mauá 4
Munich 4
Petrolina 4
Princeton 4
Redwood City 4
Santo André 4
Surabaya 4
Vignate 4
Totale 6.396
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Nome #
Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings 131
Effectiveness of cyclic pushover analysis in the prediction of seismic response of steel MRFs 109
Achieving a more effective concentric braced frame by the double-stage yield BRB 98
A multi-performance design method for seismic upgrading of existing RC frames by BRBs 94
A capacity design procedure for columns of steel structures with diagonals braces 89
A design procedure for tied braced frames 82
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings 82
The combined effect of rigid diaphragm and beam modelling in RC buildings under pushover analysis 77
Seismic and Energy Renovation: A Review of the Code Requirements and Solutions in Italy and Romania 75
Calibration of a design method for seismic upgrading of existing r.c. frames by BRBs 73
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects 73
Influence of link models in the assessment of the seismic response of multi-storey EBFs 72
Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis 72
A design procedure for pin‐supported rocking buckling‐restrained braced frames 72
A design procedure for dual eccentrically braced systems: Analytical formulation 71
Seismic and energy renovation. Comparison between the design approach in Italy and in Romania 71
A seismic design method for high ductility steel frames which takes into account P-D effect 70
A design procedure for dual eccentrically braced - moment resisting systems: numerical investigation 70
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 69
A global approach to the design of steel frames 69
Influence of the interaction yield domain on lateral-torsional coupling of asymmetric single-storey systems 69
A design procedure for dual eccentrically braced systems: Numerical investigation 69
Improvement of the model proposed by Menegotto and Pinto for steel 69
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings 69
A design procedure for dual eccentrically braced - moment resisting systems: theory 68
Comparison of the seismic performance of steel braced frames designed in the framework of EC8 68
A design procedure for steel frames with rigid connections 67
A design procedure for dual eccentrically braced-moment resisting systems 67
Calibration of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems with interaction yield domain 67
A new macromodel for the assessment of the seismic response of infilled RC frames 67
Seismic assessment of existing r.c. framed structures with in-plan irregularity by nonlinear static methods 66
A database for assisted assessment of torsional response of in-plan irregular buildings 66
Modelling of steel link beams of short, intermediate or long length 66
A NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS 65
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 64
Cyclic pushover analysis for seismic assessment of steel MRFs 64
An analytical approach for the evaluation of the in-plan irregularity of real buildings 63
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames 63
Seismic upgrading of typical Italian existing RC frames by BRBs 63
Comparison of nonlinear static methods for the assessment of asymmetric buildings 62
Static versus modal analysis: influence on inelastic response of multi-storey asymmetric buildings 62
Una procedura di progetto di sistemi duali con controventi eccentrici in zona sismica: teoria 62
Exact evaluation of the location of the optimum torsion axis 61
Seismic response of mono and bi-eccentric in-plan irregular systems 60
A design procedure for suspended zipper-braced frames in the framework of Eurocode 8 60
Effect of the DYB on the seismic response of steel concentric bracings 59
Design of Steel Exoskeleton Equipped with BRBs for Seismic Upgrading of RC Frames 59
Seismic behaviour of EBFs coupled to moment resisting frames 58
A unitary approach for the design of concentrically braced frames 58
Seismic upgrading of vertically irregular existing r.c. frames by BRBs 58
Seismic retrofitting of eccentrically braced frames by Rocking Walls and Viscous Dampers 58
A global approach to the design of steel structures 57
Previsione della risposta sismica a collasso di sistemi con controventi eccentrici 56
Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities 56
Analytical and numerical determination of the exact location of the optimum torsion axis 56
An analytical approach for the evaluation of in-plan irregularity of real buildings 56
SEISMIC RESPONSE OF TIED AND TRUSSED ECCENTRICALLY BRACED FRAMES 56
Critical review of the EC8 design provisions for buildings with eccentric braces 56
Fragility functions of SDOF systems by accelerograms with spectra variable in shape with magnitude 56
Il comportamento strutturale di sistemi asimmetrici valutato attraverso indici di danno 55
Innovative design criteria, based on ductility control, for earthquake-resistant steel structures 55
Previsione della risposta sismica a collasso di telai con controventi concentrici 55
Seismic design and performance of dual structures with BRBs and semi-rigid connections 55
Design of seismic upgrading of RC buildings by steel exoskeleton frame and BRBs 55
Duttilità 54
Influence of random variation of strength on seismic response of steel frames 54
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure 54
Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampers 54
Seismic upgrading of RC buildings by rocking walls and viscous dampers 54
Design for seismic upgrading of existing RC frames by friction dampers 54
An alternative approach for the design of chevron-braced frames 54
Improved nonlinear static methods for prediction of the seismic response of asymmetric single-storey systems 53
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings 53
Seismic retrofitting of braced frame buildings by RC rocking walls and viscous dampers 53
ANALISI DELLA PROGETTAZIONE E DEL COMPORTAMENTO SISMICO DI TELAI CON CONTROVENTI ECCENTRICI 52
Problems of modeling in macro-elements retrofitted with reversible mixed techniques 51
Effects of in-elevation irregularity on the elastic seismic response of in-plan asymmetric buildings 51
Behavior factor of dual systems with BRBs and semi-rigid connections 51
Prediction of the Seismic Response of Steel Frames with Concentric Diagonal Bracings 51
A SIMPLE DESIGN PROCEDURE FOR TIED BRACED FRAMES 50
Effects of semi-rigid connections on seismic performance of steel frames with BRBs 50
Sul comportamento di sistemi duali costituiti da telai con controventi eccentrici e telai non controventati 50
Importance of link models in the assessment of the seismic response of multi-storey EBFs designed by EC8. 50
Calibration of the Length of the Plastic Hinge for Numerical Models of Reinforced Concrete Members 50
Influence of the brace overstrength on the seismic behaviour of chevron braced frames 49
Fattore di struttura di telai con controventi eccentrici progettati secondo EC8 49
Formulation of design eccentricity to reduce ductility demand in asymmetric buildings 49
Una modellazione a geometria variabile per l’analisi non lineare di edifici in muratura 49
Comments on Eurocode 8 torsional provisions 49
From one-storey to multi-storey asymmetric systems: conceptual differences and problems 48
Influence of semi-rigid connections on the seismic behaviour of braced frames with buckling restrained braces 48
Modellazione del comportamento ciclico dei link 48
Design proposal for steel frames equipped with viscoelastic dampers 48
On the fibre modelling of beams in RC framed buildings with rigid diaphragm 48
Pushover tests on intermediate-scale models of masonry buildings with rigid floor 47
DUCTILITY AND ENERGY DISSIPATION DEMANDS OF ASYMMETRIC BUILDINGS 47
Seismic response of mono and bi-eccentric in-plan irregular systems 47
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study 47
Seismic Behavior of Eccentrically Braced Frames Designed by Standard Computational Analyses 47
Design for seismic upgrading of existing RC frames by friction dampers 47
Totale 6.130
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Categoria #
all - tutte 36.467
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 36.467
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020194 0 0 0 0 0 0 0 0 0 0 118 76
2020/2021889 5 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
2024/20253.203 6 395 224 221 874 459 135 162 330 381 16 0
Totale 9.613