UNICA IRIS Institutional Research Information System

PORCU, MARIA CRISTINA
 Distribuzione geografica
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Continente #
EU - Europa 2.001
NA - Nord America 871
AS - Asia 431
AF - Africa 38
SA - Sud America 32
OC - Oceania 5
Continente sconosciuto - Info sul continente non disponibili 1
Totale 3.379
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Nazione #
IT - Italia 1.815
US - Stati Uniti d'America 858
IN - India 60
CN - Cina 54
TR - Turchia 53
IR - Iran 52
DE - Germania 50
VN - Vietnam 41
ID - Indonesia 27
PK - Pakistan 18
PE - Perù 17
DZ - Algeria 15
KR - Corea 15
AE - Emirati Arabi Uniti 14
FI - Finlandia 13
FR - Francia 13
GR - Grecia 13
NL - Olanda 13
IQ - Iraq 12
RU - Federazione Russa 12
CA - Canada 11
EG - Egitto 11
GB - Regno Unito 11
HK - Hong Kong 11
PH - Filippine 11
CZ - Repubblica Ceca 9
UA - Ucraina 9
JP - Giappone 8
NP - Nepal 8
TH - Thailandia 8
CL - Cile 7
ES - Italia 7
PT - Portogallo 6
ZA - Sudafrica 6
EE - Estonia 5
MY - Malesia 5
PS - Palestinian Territory 5
SE - Svezia 5
AZ - Azerbaigian 4
AU - Australia 3
BR - Brasile 3
CH - Svizzera 3
CY - Cipro 3
DK - Danimarca 3
IL - Israele 3
KZ - Kazakistan 3
MM - Myanmar 3
RO - Romania 3
TW - Taiwan 3
BA - Bosnia-Erzegovina 2
BE - Belgio 2
CO - Colombia 2
EC - Ecuador 2
ET - Etiopia 2
HU - Ungheria 2
MX - Messico 2
MZ - Mozambico 2
NZ - Nuova Zelanda 2
PL - Polonia 2
SY - Repubblica araba siriana 2
UZ - Uzbekistan 2
AF - Afghanistan, Repubblica islamica di 1
AR - Argentina 1
BD - Bangladesh 1
BN - Brunei Darussalam 1
EU - Europa 1
HR - Croazia 1
IE - Irlanda 1
KE - Kenya 1
LB - Libano 1
LK - Sri Lanka 1
SA - Arabia Saudita 1
SD - Sudan 1
SI - Slovenia 1
Totale 3.379
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Città #
Cagliari 1.585
Santa Cruz 104
Fairfield 101
Seattle 49
Ashburn 48
Buffalo 46
Woodbridge 44
Houston 42
Cambridge 35
Dong Ket 30
Putignano 26
Wilmington 22
Ann Arbor 21
Beijing 15
Los Angeles 15
Wuhan 15
Mountain View 14
Helsinki 13
Algiers 12
Chicago 12
Rome 11
Sassari 11
North Bergen 10
San Diego 10
Cairo 9
Istanbul 9
Shanghai 9
University Park 9
Bengaluru 8
Guwahati 8
Las Vegas 8
Athens 7
Bursa 7
Henderson 7
Atlanta 6
Boardman 6
Clearwater 6
Cormano 6
Dallas 6
Lima 6
Milan 6
New York 6
Saint Petersburg 6
Ahvaz 5
Cankaya 5
Council Bluffs 5
Delhi 5
Frankfurt am Main 5
Gangbuk-gu 5
Hanoi 5
Izmir 5
Phoenix 5
Ankara 4
Baku 4
Central District 4
Genoa 4
Jakarta 4
Kochi 4
Kohat 4
Kuala Lumpur 4
Muizenberg 4
Northvale 4
Pontedera 4
Qui Nhon 4
San Jose 4
Semnan 4
Seoul 4
Tehran 4
Villa Rica 4
Antalya 3
Arequipa 3
Barcelona 3
Bogen 3
Borås 3
Downers Grove 3
Esslingen am Neckar 3
Hangzhou 3
Karaganda 3
Kathmandu 3
Kayseri 3
Napoli 3
Norwalk 3
Ottawa 3
Palo Alto 3
Phrae 3
Provo 3
Redmond 3
Riva 3
Santa Elena 3
Santiago 3
Sìnnai 3
Trento 3
Aarhus 2
Abu Dhabi 2
Adana 2
Addis Ababa 2
Amsterdam 2
Arbil 2
Bang Bua Thong 2
Bari 2
Totale 2.624
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Nome #
Analysis of elastic nonlinearity for impact damage detection in composite laminates, file e2f56ed3-e44d-3eaf-e053-3a05fe0a5d97 533
Metal Foam-Filled Tubes as Plastic Dissipaters in Earthquake-Resistant Steel Buildings, file e2f56ed8-4dfb-3eaf-e053-3a05fe0a5d97 395
Seismic Retrofit of Exhisting Buildings led by Non-Linear Dynamic Analyses, file e2f56ed8-8267-3eaf-e053-3a05fe0a5d97 341
Scaling Subtraction Method for Damage Detection in Composite Beams, file e2f56ed9-156b-3eaf-e053-3a05fe0a5d97 322
Partial floor mass isolation to control seismic stress in framed buildings, file e2f56ed8-7d7d-3eaf-e053-3a05fe0a5d97 310
null, file e2f56ed4-9b3e-3eaf-e053-3a05fe0a5d97 199
Bending behavior of AM50 Magnesium alloy under static and dynamic loading, file e2f56ed9-12f2-3eaf-e053-3a05fe0a5d97 196
Optimal design of earthquake-resistant buildings based on neural network inversion, file e2f56eda-1c5f-3eaf-e053-3a05fe0a5d97 185
Non-linear analyses to assess the seismic performance of RC buildings retrofitted with FRP, file e2f56ed8-e016-3eaf-e053-3a05fe0a5d97 162
Code Inadequacies Discouraging the Earthquake-based Seismic Analysis of Buildings, file e2f56ed6-fc4a-3eaf-e053-3a05fe0a5d97 138
Ductile Behavior of Timber Structures under Strong Dynamic Loads, file e2f56ed6-8461-3eaf-e053-3a05fe0a5d97 136
Impact Damage Detection in Composite Beams by Analysis of Non-Linearity under Pulse Excitation, file e2f56ed9-d7e7-3eaf-e053-3a05fe0a5d97 102
Intensity Measure Based on a Smooth Inelastic Peak Period for a More Effective Incremental Dynamic Analysis, file e2f56ed9-aa13-3eaf-e053-3a05fe0a5d97 88
Plastic disconnection of storey masses for seismic stress control, file e2f56ed6-29cf-3eaf-e053-3a05fe0a5d97 67
Some Issues in the Seismic Assessment of Shear-Wall Buildings through Code-Compliant Dynamic Analyses, file 0c6cf53d-5171-40b4-ac96-6ba4ceb1387f 58
Analysing local failure scenarios to assess the robustness of steel truss-type bridges, file e2f56eda-c9c4-3eaf-e053-3a05fe0a5d97 52
Numerical analysis of the medieval Civic Tower of L’Aquila to prevent seismic pounding effects, file e2f56ed6-c99c-3eaf-e053-3a05fe0a5d97 32
Damage Detection in Composite Materials by Flexural Dynamic Excitation and Accelerometer-Based Acquisition, file e2f56eda-66e3-3eaf-e053-3a05fe0a5d97 29
Numerical investigation of the post-elastic seismic response of the multi-vaulted Beit-El-Din Hammam, file 67dfb436-a6af-498f-a889-3448247cddca 22
A satellite data mining approach based on self-organized maps for the early warning of ground settlements in urban areas, file e2f56eda-92e3-3eaf-e053-3a05fe0a5d97 21
Influence of Sensor Position and Low-Frequency Modal Shape on the Sensitivity of Vibro-Acoustic Modulation for Impact Damage Detection in Composite Materials., file ca04a446-f929-4914-9f3f-532726a2bb47 17
The ongoing destabilization of the Mosul dam as observed by synthetic aperture radar interferometry, file e2f56ed7-20a5-3eaf-e053-3a05fe0a5d97 7
A Contribution to Facilitate the Seismic Design in Lebanon Using Short-Length Spectrum-Consistent Earthquakes, file d3ff2988-58ab-434c-a386-2af9ea349ecd 6
Assessing the scaling subtraction method for impact damage detection in composite plates, file e2f56ed6-74f1-3eaf-e053-3a05fe0a5d97 4
Non-linear dynamic analysis to assess the seismic performance of cross-laminated timber structures, file e2f56ed7-e6ca-3eaf-e053-3a05fe0a5d97 4
Self-organizing-Map Analysis of InSAR Time Series for the Early Warning of Structural Safety in Urban Areas, file e2f56ed9-83d0-3eaf-e053-3a05fe0a5d97 3
A loophole in the Eurocode 8 allowing for non-conservative seismic design, file e2f56ed3-9cc8-3eaf-e053-3a05fe0a5d97 2
null, file e2f56ed3-9f1b-3eaf-e053-3a05fe0a5d97 2
Predicting the earthquake ductility demand through a rigid-plastic approach, file e2f56ed6-2547-3eaf-e053-3a05fe0a5d97 2
null, file e2f56ed6-2b9e-3eaf-e053-3a05fe0a5d97 2
Excessive pedestrian-induced swaying in code-compliant walkways, file e2f56ed7-344b-3eaf-e053-3a05fe0a5d97 2
Effectiveness of the FRF curvature technique for structural health monitoring, file e2f56ed8-723a-3eaf-e053-3a05fe0a5d97 2
Vibro-Acoustic Modulation with broadband pump excitation for efficient impact damage detection in composite materials, file 55921777-e6a4-4c9f-8975-63608aae98cf 1
Rigid-Plastic Bound to the Seismic Inelastic Response of Flexible Elastoplastic Oscillators, file e2f56ed3-99f5-3eaf-e053-3a05fe0a5d97 1
Numerical Assessment of a Stress Control Method Based on Rigid-Plastic Inertia-Limiters, file e2f56ed3-aedf-3eaf-e053-3a05fe0a5d97 1
How code-based linear static analysis for the seismic design of masonry buildings may fail to be conservative, file e2f56ed3-af5a-3eaf-e053-3a05fe0a5d97 1
Rigid-Plastic Seismic Analysis to predict the structural ductility demand, file e2f56ed3-c427-3eaf-e053-3a05fe0a5d97 1
null, file e2f56ed3-c49a-3eaf-e053-3a05fe0a5d97 1
Reducing seismic stress on buildings through inertia limiters at floor level, file e2f56ed3-c6a4-3eaf-e053-3a05fe0a5d97 1
PROBING WAVE FREQUENCY SELECTION FOR THE NONLINEAR VIBRO-ACOUSTIC WAVE MODULATION TESTS, file e2f56ed3-c7aa-3eaf-e053-3a05fe0a5d97 1
Una pericolosa debolezza del metodo statico di verifica sismica della Normativa Italiana, file e2f56ed3-c87b-3eaf-e053-3a05fe0a5d97 1
null, file e2f56ed6-277e-3eaf-e053-3a05fe0a5d97 1
Role of model identification and analysis method in the seismic assessment of historical masonry towers, file e2f56eda-01dc-3eaf-e053-3a05fe0a5d97 1
Role of model identification and analysis method in the seismic assessment of historical masonry towers, file e2f56eda-395a-3eaf-e053-3a05fe0a5d97 1
Totale 3.453
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Categoria #
all - tutte 6.928
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 6.928
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/201935 0 0 0 0 0 0 0 0 0 9 12 14
2019/2020518 16 22 15 26 121 132 64 30 19 37 13 23
2020/20211.298 28 55 17 314 277 91 103 64 65 73 108 103
2021/2022579 103 46 28 31 49 42 38 31 32 23 111 45
2022/2023366 24 22 89 51 13 20 9 34 27 14 48 15
2023/2024391 32 24 38 55 44 48 55 27 46 22 0 0
Totale 3.453