IRIS
CORBI, ILEANA
 Distribuzione geografica
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Continente #
EU - Europa 146
AS - Asia 145
NA - Nord America 64
SA - Sud America 6
AF - Africa 4
Continente sconosciuto - Info sul continente non disponibili 1
OC - Oceania 1
Totale 367
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Nazione #
VN - Vietnam 77
US - Stati Uniti d'America 60
DE - Germania 55
CN - Cina 37
IT - Italia 26
IE - Irlanda 25
RU - Federazione Russa 11
PH - Filippine 8
IR - Iran 5
BR - Brasile 4
FR - Francia 4
GB - Regno Unito 4
CA - Canada 3
CZ - Repubblica Ceca 3
DZ - Algeria 3
MY - Malesia 3
NL - Olanda 3
SA - Arabia Saudita 3
SY - Repubblica araba siriana 3
AL - Albania 2
BE - Belgio 2
CH - Svizzera 2
IN - India 2
RO - Romania 2
AP - ???statistics.table.value.countryCode.AP??? 1
AU - Australia 1
BY - Bielorussia 1
CO - Colombia 1
CU - Cuba 1
DK - Danimarca 1
EG - Egitto 1
ES - Italia 1
GR - Grecia 1
HR - Croazia 1
ID - Indonesia 1
JP - Giappone 1
KH - Cambogia 1
KR - Corea 1
MT - Malta 1
PE - Perù 1
PK - Pakistan 1
SK - Slovacchia (Repubblica Slovacca) 1
TR - Turchia 1
UZ - Uzbekistan 1
Totale 367
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Città #
Dong Ket 77
Beijing 28
Ashburn 12
Quezon City 8
Scottsdale 8
Houston 7
Ann Arbor 5
Wuhan 4
Palo Alto 3
Penang 3
Woodbridge 3
Basel 2
Landshut 2
Lishui 2
Novara 2
Nürnberg 2
Ottawa 2
Rome 2
Seattle 2
Shenzhen 2
Southend 2
Abu Qurqas 1
Amsterdam 1
Atlanta 1
Bangalore 1
Bari 1
Basking Ridge 1
Boardman 1
Bogotá 1
Braila 1
Brussels 1
Buffalo 1
Castellamonte 1
Council Bluffs 1
Curitiba 1
Dublin 1
El Segundo 1
Faget 1
Fara Gera d'Adda 1
Glen Burnie 1
Hangzhou 1
Jakarta 1
La Habana 1
Liedekerke 1
Lija 1
Lima 1
London 1
Modugno 1
Naples 1
Napoli 1
New Kensington 1
Orange 1
Palermo 1
Phoenix 1
Pistoia 1
Rawalpindi 1
Rocky Point 1
Ronchis 1
San Jose 1
Serra 1
Sevilla 1
Sherwood Park 1
São Paulo 1
Thornton Heath 1
Tokyo 1
Viborg 1
Zagreb 1
Totale 224
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Nome #
Algorithm design of an hybrid system embedding influence of soil for dynamic vibration control, file e268a72d-dd3f-4c8f-e053-1705fe0a812c 42
Macro-mechanical modelling of pseudo-elasticity in shape memory alloys for structural applications, file e268a72d-d729-4c8f-e053-1705fe0a812c 29
Experimental Survey on Seismic Response of Masonry Models, file e268a72d-e28b-4c8f-e053-1705fe0a812c 26
Statics and Equilibrium Paths of Masonry Stairs, file e268a72d-dc00-4c8f-e053-1705fe0a812c 18
FRP COMPOSITES RETROFITTING FOR PROTECTION OF MONUMENTAL AND ANCIENT CONSTRUCTIONS, file e268a72d-e3a4-4c8f-e053-1705fe0a812c 16
Criteria and layouts for improving approaches to the improvement of the seismic resistance of masonry constructions, file e268a72d-dd42-4c8f-e053-1705fe0a812c 15
Analytical formulation of generalized incremental theorems for 2D no-tension solids, file e268a72d-dbfb-4c8f-e053-1705fe0a812c 14
A Method for the Evaluation of the Seismic Vulnerability of Fortified Structures, file e268a72d-d6a3-4c8f-e053-1705fe0a812c 13
Stress Analysis of Masonry Structures: Arches, Walls, and Vaults, file e268a72d-dc78-4c8f-e053-1705fe0a812c 12
Evaluation of the Load-Carrying Capacity of Fill in Masonry Arched Bridges, file e268a72d-e150-4c8f-e053-1705fe0a812c 12
Monitoring a Torsion Beam Test using Photogrammetric Techniques, file e268a72d-d731-4c8f-e053-1705fe0a812c 11
Dynamics of Rigid Bodies under Pure Rocking, file e268a72d-dd0e-4c8f-e053-1705fe0a812c 11
Stability of evolutionary brittle-tension 2D solids with heterogeneous resistance, file e268a72d-dbf6-4c8f-e053-1705fe0a812c 9
Equilibrium models for helicoidal laterally supported staircases, file e268a72d-d6a1-4c8f-e053-1705fe0a812c 8
Probabilistic Simulation of Territorial Seismic Scenarios., file e268a72d-d6a5-4c8f-e053-1705fe0a812c 8
Coupled Limit Analysis and Topological Optimization for Masonry Walls Reinforcement, file e268a72d-d736-4c8f-e053-1705fe0a812c 8
Theorems for masonry solids with brittle time-decaying tensile limit strength, file e268a72d-dbf3-4c8f-e053-1705fe0a812c 8
Rocking Motion of Rigid Blocks and their Coupling with Tuned Sloshing Dampers, file e268a72d-dde2-4c8f-e053-1705fe0a812c 8
Bounds on the Elastic Brittle solution in bodies reinforced with FRP/FRCM composite provisions, file e268a72d-e152-4c8f-e053-1705fe0a812c 8
Evaluation of the Seismic Vulnerability of Fortified Structures., file e268a72d-e3a6-4c8f-e053-1705fe0a812c 8
Stability assessment of an historical masonry bridge through the LA kinematic theorem for NT structures, file e268a72d-e4ac-4c8f-e053-1705fe0a812c 8
Behavior of Secondary Masonry Structural Elements using a Finite Element No Tension Analysis, file e268a72d-e4e8-4c8f-e053-1705fe0a812c 8
Masonry vaulted staircases: interpretation of equilibrium paths, file e268a72d-d737-4c8f-e053-1705fe0a812c 7
Shaking table testing for structural analysis, file e268a72d-db71-4c8f-e053-1705fe0a812c 7
Optimal placement and shaping of the reinforcement in masonry walls by a coupled limit analysis and Topological Optimization approach, file e268a72d-dc71-4c8f-e053-1705fe0a812c 7
TOWARDS A SEISMIC WORST SCENARIO APPROACH FOR ROCKING SYSTEMS. ANALYTICAL AND EXPERIMENTAL SET UP FOR DYNAMIC RESPONSE, file e268a72d-dd4d-4c8f-e053-1705fe0a812c 7
Analysis of masonry panels using the no-tension approach, file e268a72d-db34-4c8f-e053-1705fe0a812c 6
Limit Analysis for Slope Failure Assessment, file e268a72d-e4bb-4c8f-e053-1705fe0a812c 6
Shaking Table Experimental Researches Aimed at the Protection ofStructures Subject to Dynamic Loading, file e268a72d-d9b1-4c8f-e053-1705fe0a812c 5
Forecasts of dynamic response for structural systems with low robustness, file e268a72d-da2d-4c8f-e053-1705fe0a812c 5
Strategies for the protection from structural failures under seismic events, file e268a72d-da2f-4c8f-e053-1705fe0a812c 5
On the statics of masonry helical staircases, file e268a72d-dd47-4c8f-e053-1705fe0a812c 5
Seismic wave motion over a geographical area by a random field model, file e268a72d-e3da-4c8f-e053-1705fe0a812c 5
FRP REINFORCEMENT OF MASONRY PANELS BY MEANS OF C-FIBER STRIPS, file e268a72d-e4b7-4c8f-e053-1705fe0a812c 5
Base isolation for steel structures on stiff and soft soil, file e268a72d-d73c-4c8f-e053-1705fe0a812c 4
Analysis of bi-dimensional solids with internal unilateral constraint coupled to structural elements with different degree of connection, file e268a72d-e3a3-4c8f-e053-1705fe0a812c 4
Topology optimization for reinforcement of no-tension structures, file e268a72d-e1cc-4c8f-e053-1705fe0a812c 3
Totale 381
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Categoria #
all - tutte 1.906
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 1.906
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/20194 0 0 0 0 0 0 0 0 0 0 3 1
2019/202032 4 3 4 2 0 7 0 1 2 3 5 1
2020/202189 0 3 4 12 9 7 3 0 1 1 5 44
2021/202292 38 0 2 0 0 1 5 5 28 4 3 6
2022/202337 0 0 2 2 3 6 3 1 3 2 15 0
2023/202410 1 1 1 1 0 0 2 3 0 1 0 0
Totale 381