CRIS Current Research Information System

RICCI, ILARIA
 Distribuzione geografica
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Continente #
NA - Nord America 1.990
AS - Asia 1.694
EU - Europa 1.450
AF - Africa 155
SA - Sud America 111
Continente sconosciuto - Info sul continente non disponibili 87
OC - Oceania 1
Totale 5.488
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Nazione #
US - Stati Uniti d'America 1.965
SG - Singapore 509
CN - Cina 441
GB - Regno Unito 409
VN - Vietnam 402
DE - Germania 300
IT - Italia 196
UA - Ucraina 138
FR - Francia 132
HK - Hong Kong 100
RU - Federazione Russa 100
IN - India 86
BR - Brasile 78
CI - Costa d'Avorio 49
TG - Togo 43
IE - Irlanda 41
JP - Giappone 40
ZA - Sudafrica 37
SE - Svezia 32
EE - Estonia 31
CA - Canada 15
SC - Seychelles 15
AR - Argentina 14
BD - Bangladesh 13
BG - Bulgaria 13
FI - Finlandia 13
PH - Filippine 13
BE - Belgio 10
KR - Corea 10
NL - Olanda 10
TR - Turchia 9
IR - Iran 8
JO - Giordania 8
TW - Taiwan 8
PK - Pakistan 7
EG - Egitto 6
ID - Indonesia 6
PY - Paraguay 6
CO - Colombia 5
IQ - Iraq 5
TH - Thailandia 5
EC - Ecuador 4
ES - Italia 4
IL - Israele 4
MX - Messico 4
PL - Polonia 4
SA - Arabia Saudita 4
UZ - Uzbekistan 4
CH - Svizzera 3
CL - Cile 3
CZ - Repubblica Ceca 3
OM - Oman 3
DO - Repubblica Dominicana 2
GR - Grecia 2
JM - Giamaica 2
LB - Libano 2
NI - Nicaragua 2
NP - Nepal 2
RS - Serbia 2
AE - Emirati Arabi Uniti 1
AT - Austria 1
AU - Australia 1
BW - Botswana 1
ET - Etiopia 1
GE - Georgia 1
HU - Ungheria 1
IM - Isola di Man 1
KE - Kenya 1
KZ - Kazakistan 1
LU - Lussemburgo 1
MA - Marocco 1
MY - Malesia 1
PE - Perù 1
PT - Portogallo 1
QA - Qatar 1
RO - Romania 1
SI - Slovenia 1
TN - Tunisia 1
Totale 5.401
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Città #
Southend 366
Singapore 349
Santa Clara 200
Chandler 159
Ashburn 138
Fairfield 112
Jacksonville 106
Frankfurt am Main 96
Wilmington 95
San Jose 94
Princeton 92
Ho Chi Minh City 90
Hong Kong 89
Hanoi 84
Boardman 73
Ann Arbor 70
Beijing 65
Houston 55
Woodbridge 54
Seattle 53
Abidjan 49
Lauterbourg 49
Lomé 43
Nanjing 42
Dublin 41
Padova 41
Westminster 41
Cambridge 38
Medford 36
Tokyo 36
Dong Ket 34
Mülheim 27
Saint Petersburg 27
Jinan 25
Council Bluffs 22
Buffalo 21
Hebei 21
Los Angeles 21
Berlin 20
Shenyang 19
Nanchang 17
Milan 15
New York 15
Bologna 14
Da Nang 14
Dallas 13
Grafing 13
San Venanzo 13
Sofia 13
Changsha 12
Guangzhou 12
Haiphong 12
Des Moines 11
Mahé 11
Rome 11
Brussels 10
Helsinki 10
São Paulo 10
Can Tho 9
Falls Church 9
Jiaxing 9
Redondo Beach 9
Amman 8
Tianjin 8
Yubileyny 8
Zhengzhou 8
Munich 7
Atlanta 6
Chicago 6
Olalla 6
San Diego 6
Shanghai 6
Shenzhen 6
Taiyuan 6
Turin 6
Bari 5
Lanzhou 5
Montreal 5
Taizhou 5
Wenzhou 5
Al Mansurah 4
Buenos Aires 4
Catania 4
Chengdu 4
Costabissara 4
Foshan 4
Fuzhou 4
Haikou 4
Hangzhou 4
Hải Dương 4
Ningbo 4
Orem 4
Phoenix 4
Quảng Ngãi 4
Roubaix 4
Tashkent 4
Wageningen 4
Biên Hòa 3
Cesena 3
Dearborn 3
Totale 3.544
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Nome #
La vulnerabilità sismica del patrimonio edilizio dell’Università di Bologna: metodologia e analisi di alcuni casi esemplificativi 187
A case study of a building in L’Aquila, Italy for evaluating the effects of masonry infills on the seismic behavior of r.c. frame structures 185
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels without openings 182
Multi-performance seismic design through an enhanced first-storey isolation system 174
Results of pseudo-static tests with cyclic horizontal load on H-shaped substructure composed of concrete/polystyrene sandwich bearing panels without openings 171
A special solution for lateral-resisting systems capable of multiple seismic performances 168
An Application of a Proposed Stiffness-Strength-Ductility Design Approach to a Five-storey Steel Building Structure 165
Stiffness Strength Ductility Design Approaches for crescent shaped braces 160
Correlations Between Experimental Results of Pseudo-Static Tests with Cyclic Horizontal Load on Concrete/Polystyrene Sandwich Bearing Panels and their Analytical Counterparts 160
Stiffness-Strength-Ductility Design Approach: an application to a five-storey steel building structure 155
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 154
Correlations between the experimental results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels and their analytical counterparts 149
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls 145
Interpretazione dei risultati di prove sperimentali pseudo-statiche con carico orizzontale ciclico effettuate su pannelli “sandwich” in conglomerato cementizio debolmente armato” 144
Shaking table test design to evaluate earthquake capacity of a 3-storey building specimen composed of cast-in-situ concrete walls 141
Multi performance seismic design through an enhanced first storey isolation system 135
Risultati di prove sperimentali pseudo-statiche con carico orizzontale ciclico effettuate su pannelli “sandwich” in conglomerato cementizio debolmente armato 131
Results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels 130
Progettazione sismica di tipo prestazionale di una struttura in acciaio 127
Different seismic behaviour of r.c. frame structures modelled with and without masonry infills 127
Correlations between the experimental results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels and their analytical counterparts 125
Seismic vulnerability of building heritage of the University of Bologna: methodology and analysis 125
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls 124
First-Storey Isolation Concept for Multi-Performance Seismic Design of Steel Buildings 124
A New Hysteretic Device for Lateral Resisting Systems: Crescent Shaped Braces 124
Progettazione di una prova su tavola vibrante di un edificio a tre piani in scala reale costituito da pareti sandwich in c.a. gettato in opera 121
Use of crescent shaped braces for controlled seismic design of ductile structures 118
Shake Table Response of a Full-Scale 3-Storey Building Composed of Thin Reinforced Concrete Sandwich walls 118
An application of Displacement-Based Design approaches to a steel structure 118
RISULTATI DI PROVE SPERIMENTALI PSEUDO-STATICHE CON CARICO ORIZZONTALE CICLICO EFFETTUATE SU PARETI TOZZE IN C.A. GETTATE IN OPERA REALIZZATE CON LA TECNOLOGIA DEL PANNELLO DI SUPPORTO IN POLISTIRENE 115
Stiffness-strength-ductility design approach 114
Use of Crescent Shaped Braces for Controlled Seismic Design of Ductile Structures 113
Design of a shaking table test on a 3-storey building composed of cast-in-situ concrete walls 112
PRELIMINARY RESULTS OF A SHAKING TABLE TESTS ON A 3-STOREY BUILDING REALIZED WITH CAST IN PLACE SANDWICH SQUAT CONCRETE WALLS 112
Stiffness-Strength-Ductility-Design Approaches for Crescent Shaped Braces 110
Correlations between the experimental results of pseudo-static tests with cyclic horizontal load on concrete/polystyrene sandwich bearing panels and their analytical and numerical counterparts 108
First-Storey Isolation Concept for Multiple-performance Based Design 108
Shaking table test of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls 108
Lateral-resisting systems capable of multiple seismic performances 108
Squat concrete walls: results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich panels 105
Use of crescent shaped braces for stiffness-strenght-ductility design of structures 88
Totale 5.488
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Categoria #
all - tutte 15.498
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 15.498
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022566 0 34 20 34 69 40 15 42 25 17 126 144
2022/2023643 84 121 62 72 23 30 14 22 115 12 61 27
2023/2024179 7 28 10 6 15 36 13 2 10 16 14 22
2024/2025887 38 181 70 60 282 40 43 7 8 21 6 131
2025/20261.499 32 92 156 89 214 98 172 52 366 132 48 48
2026/202779 44 35 0 0 0 0 0 0 0 0 0 0
Totale 5.488