IRIS
RICCI, PAOLO
 Distribuzione geografica
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Continente #
AS - Asia 5.822
NA - Nord America 5.536
EU - Europa 4.033
SA - Sud America 729
Continente sconosciuto - Info sul continente non disponibili 267
AF - Africa 156
OC - Oceania 7
AN - Antartide 1
Totale 16.551
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Nazione #
US - Stati Uniti d'America 5.322
SG - Singapore 2.812
RU - Federazione Russa 1.709
IT - Italia 1.327
CN - Cina 975
VN - Vietnam 868
BR - Brasile 581
HK - Hong Kong 440
FR - Francia 284
DE - Germania 157
JP - Giappone 132
CA - Canada 130
BD - Bangladesh 113
IN - India 109
GB - Regno Unito 107
FI - Finlandia 106
CI - Costa d'Avorio 80
IE - Irlanda 61
AR - Argentina 57
KR - Corea 55
NL - Olanda 47
IQ - Iraq 41
TR - Turchia 38
ID - Indonesia 37
MX - Messico 35
PL - Polonia 33
TH - Thailandia 31
PH - Filippine 27
ES - Italia 23
UA - Ucraina 23
EC - Ecuador 21
AT - Austria 20
CO - Colombia 19
PK - Pakistan 19
ZA - Sudafrica 19
TW - Taiwan 16
BE - Belgio 15
MY - Malesia 14
SE - Svezia 14
VE - Venezuela 14
GR - Grecia 13
PE - Perù 13
NP - Nepal 12
RO - Romania 12
AE - Emirati Arabi Uniti 11
CH - Svizzera 11
EG - Egitto 11
PT - Portogallo 11
UZ - Uzbekistan 11
AL - Albania 9
LT - Lituania 9
SA - Arabia Saudita 9
BA - Bosnia-Erzegovina 8
CL - Cile 8
DZ - Algeria 8
IR - Iran 8
PY - Paraguay 8
GT - Guatemala 7
IL - Israele 7
TN - Tunisia 7
TT - Trinidad e Tobago 6
CR - Costa Rica 5
DO - Repubblica Dominicana 5
JM - Giamaica 5
KE - Kenya 5
KW - Kuwait 5
MA - Marocco 5
AU - Australia 4
BG - Bulgaria 4
BH - Bahrain 4
BO - Bolivia 4
CZ - Repubblica Ceca 4
LK - Sri Lanka 4
SV - El Salvador 4
UY - Uruguay 4
CD - Congo 3
DK - Danimarca 3
HN - Honduras 3
KZ - Kazakistan 3
LB - Libano 3
PR - Porto Rico 3
XK - ???statistics.table.value.countryCode.XK??? 3
AO - Angola 2
AZ - Azerbaigian 2
CG - Congo 2
EE - Estonia 2
GE - Georgia 2
HR - Croazia 2
JO - Giordania 2
KH - Cambogia 2
LV - Lettonia 2
MD - Moldavia 2
ME - Montenegro 2
MQ - Martinica 2
OM - Oman 2
PA - Panama 2
PS - Palestinian Territory 2
RS - Serbia 2
SI - Slovenia 2
SK - Slovacchia (Repubblica Slovacca) 2
Totale 16.249
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Città #
Singapore 1.362
San Jose 1.074
Moscow 460
Chandler 430
Hong Kong 424
Ashburn 412
Santa Clara 398
Beijing 243
Ho Chi Minh City 231
Hanoi 199
Hefei 178
Millbury 170
The Dalles 165
Lauterbourg 141
Naples 135
Napoli 135
Los Angeles 113
Tokyo 110
Council Bluffs 101
Dallas 97
Des Moines 87
Phoenix 87
Nanjing 83
Princeton 81
Rome 81
Boston 73
Redondo Beach 66
Buffalo 63
São Paulo 63
Lawrence 61
Milan 59
Munich 55
Wilmington 53
Ottawa 47
New York 43
Seattle 41
Da Nang 39
Seoul 35
Haiphong 32
Toronto 29
Orem 28
Frankfurt am Main 26
Nanchang 25
Helsinki 24
Chicago 23
Atlanta 22
Brooklyn 22
Falkenstein 22
Palermo 22
Shenyang 22
Warsaw 22
Chennai 21
Pune 21
Florence 19
Hebei 19
Jacksonville 19
Rio de Janeiro 19
San Francisco 19
London 18
Johannesburg 17
Padova 17
Turku 16
Jiaxing 15
Mexico City 15
Montreal 15
Pavia 15
Brasília 14
Brescia 14
Vienna 14
Amsterdam 13
Belo Horizonte 13
Bologna 13
Hải Dương 13
Washington 13
Baghdad 12
Brussels 12
Genoa 12
Thái Nguyên 12
Bình Phước 11
Denver 11
Houston 11
Nocera Inferiore 11
Nuremberg 11
Poplar 11
Tashkent 11
Dalmine 10
Dearborn 10
Guangzhou 10
Istanbul 10
Porto Alegre 10
Quận Ba 10
Trieste 10
Woodbridge 10
Bangkok 9
Betim 9
Changsha 9
Charlotte 9
Columbus 9
Francavilla Al Mare 9
Guayaquil 9
Totale 8.654
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Nome #
Le caratteristiche meccaniche degli acciai impiegati nelle strutture in c.a. realizzate dal 1950 al 1980 232
The implicit risk of code-conforming structures in Italy 198
Empirical fragility curves from damage data on RC buildings after the 2009 L’Aquila earthquake 191
Derivazione di curve di fragilità empiriche per edifici residenziali italiani in c.a. 172
Experimental assessment of the out-of-plane strength of URM infill walls with different slenderness and boundary conditions 165
Use of Empirical Fragility Curves for Assessing Seismic Risk in Italy 158
Considerazioni sulla risposta degli edifici in c.a. 156
Analisi statistica delle proprietà meccaniche degli acciai da cemento armato utilizzati tra il 1950 e il 1980 154
Danni agli edifici in cemento armato di Amatrice in conseguenza del terremoto del 24 agosto 2016: considerazioni preliminari 151
RINTC project: nonlinear dynamic analyses of Italian code-conforming reinforced concrete buildings for risk of collapse assessment 151
A simplified method for seismic vulnerability assessment of infilled RC buildings: Methodology 149
A class-oriented large scale comparison with postearthquake damage for Abruzzi Region 149
Drift-based fragility functions for hollow clay masonry infills in RC buildings under in-plane seismic actions 147
Experimental assessment of unreinforced exterior beam–column joints with deformed bars 143
Experimental investigation on the influence of the aspect ratio on the in-plane/out-of-plane interaction for masonry infills in RC frames 142
Development and urban-scale application of a simplified method for seismic fragility assessment of RC buildings 141
Damage scenarios for RC buildings during the 2012 Emilia (Italy) earthquake 140
Nonlinear Modeling Approaches for Existing Reinforced Concrete Buildings: The Case Study of De Gasperi-Battaglia School Building in Norcia 140
Brittle Failure Mechanisms: Structural Collapse After L’aquila Earthquake 139
Vulnerability Assessment of the Building Stock of L’Aquila: Comparison between Observed and Predicted Earthquake Damage Scenarios 138
Output-only modal testing and model validation of unreinforced masonry infill walls in reinforced concrete frames 138
Il ruolo degli effetti di sito sulla risposta strutturale degli edifici nella conca aquilana 137
Estimation of effective stiffness of infill panels at damage limitation limit state for low- and mid-rise infilled RC frames 136
Experimental assessment of the out-of-plane response of strengthened one-way spanning masonry infill walls 136
From the rupture to the buildings: reconciling engineering evidences of the April 6 2009 L’Aquilaearthquake (Mw 6.3) 135
A nonlinear macro model for numerical simulation of exterior RC joints without transverse reinforcement 135
SIMPLIFIED ANALYTICAL METHODOLOGIES FOR SEISMIC FRAGILITY ASSESSMENT OF RC BUILDINGS WITH INFILLS 134
Interazione locale e globale tra tamponature e strutture in C.A.: gli edifici di Pettino a L’Aquila, un caso studio 133
Seismic Vulnerability Assessment at Urban Scale Based on Different Building Stock Data Sources 133
Experimental assessment of vertical spanning strengthened masonry infills under out-of-plane actions 133
Influence of damage and boundary conditions on the modal properties of unreinforced masonry infill walls in reinforced concrete frames 132
Experimental vs. theoretical out-of-plane seismic response of URM infill walls in RC frames 132
Derivation of Fragility Curves for Italian RC Buildings from Post-Earthquake Damage Data 132
Experimental tests on masonry infilled gravity- and seismic-load designed RC frames 131
A simplified method for seismic vulnerability assessment of infilled RC buildings: Application at urban scale 130
Empirical-based out-of-plane URM infill wall model accounting for the interaction with in-plane demand 127
Empirical macro-model for flexure-controlled reinforced concrete columns with plain bars 127
Predicting the Out-Of-Plane Seismic Strength of Unreinforced Masonry Infill Walls 124
Influence of Infill Presence and Design Typology on Seismic Performance of RC Buildings: Fragility Analysis and Evaluation of Code Provisions at Damage Limitation Limit State 122
Influence of Infill Presence and Design Typology on Seismic Performance of RC Buildings: Sensitivity Analysis 121
Urban-scale seismic fragility assessment of RC buildings subjected to L'Aquila earthquake 119
Experimental investigation of the influence of slenderness ratio and of the in-plane/out-of-plane interaction on the out-of-plane strength of URM infill walls 119
Uso di curve di fragilità empiriche per la valutazione del rischio sismico a scala nazionale 119
Ultimate chord rotation of rc columns with smooth bars: some considerations about EC8 prescriptions 118
Procedures for calibration of linear models for damage limitation in design of masonry-infilled RC frames 117
Observed and predicted earthquake damage scenarios: the case study of Pettino (L’Aquila) after the 6th April 2009 event 117
Influence of joint response in the assessment of seismic performance of existing reinforced concrete frames 117
Seismic behavior of exterior non-conforming RC beam-column joints with plain and deformed bars 117
Effective stiffness of infills at Damage Limitation Limit State for low- and mid-rise infilled RC frames 115
Experimental assessment of seismic performance of exterior beam-column joints in existing RC buildings 115
Experimental Assessment of the Influence of Boundary Conditions on the Out-of-Plane Response of Unreinforced Masonry Infill Walls 115
Influence of Infill Panels on the Seismic Behaviour of a R/C Frame Designed According to Modern Buildings Codes 114
Observed and predicted earthquake damage scenarios: the case study of L’Aquila municipality 114
Role of beam-column joints in the seismic response of non-conforming RC frames 114
Preliminary prediction of damage to residential buildings following the 21st August 2017 Ischia earthquake 114
Out-of-plane seismic safety assessment of URM infills accounting for the in-plane/out-of-plane interaction in a nonlinear static framework 114
Empirical calibration of hysteretic parameters for modelling the seismic response of reinforced concrete columns with plain bars 114
Experimental assessment of RC exterior beam-column joints without transverse reinforcement 113
Experimental Study On The Seismic Performance Of Typical Existing Reinforced Concrete Bridge Piers With Hollow Rectangular Sections 113
Experimental assessment of the in-plane/out-of-plane interaction in unreinforced masonry infill walls 113
Experimental tests of unreinforced exterior beam–column joints with plain bars 112
Modelling exterior unreinforced beam-column joints in seismic analysis of non-ductile RC frames 112
Empirical unreinforced masonry infill macro-model accounting for in-plane/out-of-plane interaction 111
Empirical drift-fragility functions and loss estimation for infills in reinforced concrete frames under seismic loading 111
Influence of infill panels on an irregular RC building designed according to seismic codes 110
Seismic vulnerability assessment at urban scale based on field survey, remote sensing and census data 109
Simplified analytical approach to seismic vulnerability assessment of reinforced concrete buildings 106
Out-of-plane seismic assessment of URM infills accounting for in-plane/out-of-plane interaction in a non-linear static framework 105
Nonlinear static and dynamic assessment of the seismic performance of RC buildings considering the out-of-plane collapse of URM infills 105
The effect of retrofit intervention on empirical vulnerability curves of Italian masonry buildings 105
ASCE/SEI 41 Provisions on Deformation Capacity of Older-Type Reinforced Concrete Columns with Plain Bars 103
Comparative analysis of the fragility curves for Italian residential masonry and RC buildings 103
Modeling and Seismic Response Analysis of Italian Code-Conforming Reinforced Concrete Buildings 100
Simplified numerical modelling for hollow clay-masonry infills in RC frames under in-plane seismic loads 99
Influence of infill distribution and design typology on seismic performance of low- and mid-rise RC buildings 97
Modelling the out-of-plane behaviour of URM infills and the in-plane/out-of-plane interaction effects 97
Experimental assessment of the out-of-plane seismic response of URM infill walls 97
Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake 97
Multilevel approach to large scale seismic vulnerability assessment of reinforced concrete buildings 96
A single-building comparison with observed post-earthquake damage: the case study of L’Aquila municipality 95
Preliminary experimental assessment of strengthened masonry infills under out-of-plane actions 94
Behaviour factor and seismic safety of reinforced concrete structures designed according to Eurocodes 94
2012 Emilia earthquake, Italy: reinforced concrete buildings response 94
Nonlinear modelling of non-conforming concrete frames reinforced with plain bars 94
E-Defense 2015 ten-story building: beam–column joint assessment according to different code-based design 93
Empirical-based infill model accounting for in-plane/out-of-plane interaction applied for the seismic assessment of EC8-designed RC frames 92
First remarks about the expected damage scenario following the 24th August 2016 earthquake in central Italy 91
Modelling and Seismic Response Analysis of Italian pre-code and low-code Reinforced Concrete Buildings. Part I: Bare Frames 88
Effect of in-plane/out-of-plane interaction in infill walls on the floor spectra of reinforced concrete buildings 88
Experimental study on the seismic performance of existing reinforced concrete bridge piers with hollow rectangular section 88
Experimental tests of unreinforced external RC beam-column joints strengthened with prestressed steel strips 88
Strengthening of Unreinforced External RC Beam-Column Joints with Prestressed Steel Strips 87
On the Effectiveness of Pre-stressed Steel Strips for Solving Shear Failures in Existing Reinforced Concrete Buildings: Experimental Results 85
Influence of the modelling approach on the seismic assessment of RC structures by nonlinear static analyses 85
Numerical modelling of column failure due to the local shear interaction in infilled RC frames 85
Seismic fragility for Italian RC buildings based on damage data of the last 50 years 85
Cyclic bond behaviour of plain bars. Part I: Experimental investigation 84
Inelastic deformations of wide beams and deep beams 84
RINTC-E: Towards seismic risk assessment of existing residential reinforced concrete buildings in Italy 84
Corrigendum to "An empirical approach for nonlinear modelling and deformation capacity assessment of RC columns with plain bars" (Engineering Structures (2018) 176 (539-554), (S0141029617316449) (10.1016/j.engstruct.2018.09.022)) 83
Totale 11.931
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Categoria #
all - tutte 55.509
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 55.509
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022708 0 0 15 14 5 63 17 30 71 44 99 350
2022/20231.018 151 105 28 66 120 116 24 92 181 18 75 42
2023/2024867 41 146 62 50 60 103 40 121 17 35 133 59
2024/20254.437 238 181 28 78 292 348 488 282 380 335 1.462 325
2025/20267.569 734 621 692 570 1.172 233 1.002 493 984 594 236 238
2026/2027642 172 269 201 0 0 0 0 0 0 0 0 0
Totale 16.551