FASAN, MARCO
 Distribuzione geografica
Continente #
NA - Nord America 1.312
EU - Europa 884
AS - Asia 687
AF - Africa 61
SA - Sud America 47
OC - Oceania 15
Continente sconosciuto - Info sul continente non disponibili 3
Totale 3.009
Nazione #
US - Stati Uniti d'America 1.283
IT - Italia 506
CN - Cina 249
PH - Filippine 135
IN - India 58
FR - Francia 52
CZ - Repubblica Ceca 45
GB - Regno Unito 38
IR - Iran 38
DE - Germania 35
RU - Federazione Russa 35
VN - Vietnam 35
ID - Indonesia 27
PT - Portogallo 27
EG - Egitto 24
NL - Olanda 23
CA - Canada 19
IQ - Iraq 19
PL - Polonia 19
KR - Corea 18
JP - Giappone 17
HK - Hong Kong 14
PE - Perù 14
MY - Malesia 13
ET - Etiopia 12
RO - Romania 12
AU - Australia 11
IE - Irlanda 11
TR - Turchia 11
BD - Bangladesh 10
UA - Ucraina 10
BR - Brasile 9
CH - Svizzera 9
DZ - Algeria 9
LT - Lituania 8
TW - Taiwan 8
ZA - Sudafrica 8
ES - Italia 7
TH - Thailandia 7
BE - Belgio 6
CL - Cile 6
CO - Colombia 6
DK - Danimarca 6
EC - Ecuador 6
SG - Singapore 6
FI - Finlandia 5
BO - Bolivia 4
GR - Grecia 4
ME - Montenegro 4
MX - Messico 4
NP - Nepal 4
NZ - Nuova Zelanda 4
PK - Pakistan 4
SK - Slovacchia (Repubblica Slovacca) 4
SY - Repubblica araba siriana 4
A1 - Anonimo 3
NG - Nigeria 3
AR - Argentina 2
BG - Bulgaria 2
HU - Ungheria 2
JO - Giordania 2
KE - Kenya 2
LU - Lussemburgo 2
MA - Marocco 2
MK - Macedonia 2
RS - Serbia 2
SA - Arabia Saudita 2
SE - Svezia 2
SV - El Salvador 2
AE - Emirati Arabi Uniti 1
AL - Albania 1
AM - Armenia 1
AT - Austria 1
BH - Bahrain 1
CR - Costa Rica 1
CU - Cuba 1
EE - Estonia 1
GE - Georgia 1
HN - Honduras 1
HR - Croazia 1
IL - Israele 1
NO - Norvegia 1
PS - Palestinian Territory 1
SC - Seychelles 1
SI - Slovenia 1
TT - Trinidad e Tobago 1
Totale 3.009
Città #
Ashburn 156
Fairfield 155
Houston 127
Trieste 114
Seattle 104
Woodbridge 95
Beijing 69
Cambridge 58
Ann Arbor 52
Wilmington 48
Buffalo 37
Santa Cruz 36
Manila 25
Milan 25
Dong Ket 19
Fleming Island 19
Rome 19
Boardman 16
Chengdu 15
Quezon City 15
Shanghai 15
Chongqing 14
Nanjing 14
Warsaw 14
Bruneck 12
Chennai 12
Chicago 12
Jinan 12
Council Bluffs 11
Lima 11
Paris 11
Turin 11
Dublin 10
Jakarta 10
Dhaka 9
Los Angeles 9
Mountain View 9
Toronto 9
Wuhan 9
Bengaluru 8
Centro 8
Changsha 8
Hanoi 8
Redmond 8
Des Moines 7
London 7
Melbourne 7
Porto 7
Tokyo 7
University Park 7
Vilnius 7
Baghdad 6
Central 6
Guayaquil 6
Gurgaon 6
Hebei 6
Ho Chi Minh City 6
Muizenberg 6
Napoli 6
New York 6
Phoenix 6
Santiago 6
Udine 6
Bari 5
Hangzhou 5
Oxford 5
Palermo 5
Perugia 5
Petaling Jaya 5
Philadelphia 5
San Diego 5
Torino 5
Trento 5
Ankara 4
Braga 4
Caserta 4
Delhi 4
Guangzhou 4
Helsinki 4
Kathmandu 4
Krakow 4
Kumar 4
Las Vegas 4
Leeds 4
Menlo Park 4
Naples 4
Ottawa 4
Pesaro 4
Pescara 4
Priolo Gargallo 4
Pune 4
Roseto 4
Sucre 4
Xizhi District 4
Arezzo 3
Barletta 3
Basrah 3
Catania 3
Cedar Knolls 3
Centre Hall 3
Totale 1.731
Nome #
ADVANCED SEISMOLOGICAL AND ENGINEERING ANALYSIS FOR STRUCTURAL SEISMIC DESIGN, file e2913fdb-84ef-f688-e053-3705fe0a67e0 512
Vibration Analysis and Dynamic Characterization of Structural Glass Elements with Different Restraints Based on Operational Modal Analysis, file e2913fdc-6281-f688-e053-3705fe0a67e0 487
Numerical assessment of slab-interaction effects on the behaviour of steel-concrete composite joints, file e2913fdb-a0cc-f688-e053-3705fe0a67e0 485
A seismological and engineering perspective on the 2016 Central Italy earthquakes, file e2913fdb-2b29-f688-e053-3705fe0a67e0 387
Reliability of Field Experiments, Analytical Methods and Pedestrian’s Perception Scales for the Vibration Serviceability Assessment of an In-Service Glass Walkway, file e2913fdc-6ee1-f688-e053-3705fe0a67e0 215
Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads, file e2913fdb-01e5-f688-e053-3705fe0a67e0 211
Synthetic accelerograms for hazard evaluation and response-history analysis of buildings, file e2913fdd-28d7-f688-e053-3705fe0a67e0 114
Body Motion Sensor Analysis of Human-Induced Dynamic Load Factor (DLF) for Normal Walks on Slender Transparent Floors, file 385c8eb4-49f4-42d8-8ef5-9c2ab5fb863b 91
On the use of cloud analysis for structural glass members under seismic events, file e2913fde-d408-f688-e053-3705fe0a67e0 88
A database of damage-consistent (intensity-based) natural and synthetic accelerograms for seismic risk assessment, file e2913fdc-ed70-f688-e053-3705fe0a67e0 84
Refined numerical modelling for the structural assessment of steel-concrete composite beam-to-column joints under seismic loads, file e2913fde-d517-f688-e053-3705fe0a67e0 81
THE GUIDELINES FOR THE DESIGN OF STEEL-CONCRETE COMPOSITE MOMENT RESISTING FRAMES IN SEISMIC AREAS, file e2913fdd-704d-f688-e053-3705fe0a67e0 52
Improving the seismic capacity of steel–concrete composite frames with spiral-confined slabs, file 6f4647f3-5fee-4245-8c0a-8f040378fb7b 48
Influenza degli effetti di sorgente sulla distribuzione del danno a scala urbana: un caso studio per la città di Gorizia, file e2913fdd-fafc-f688-e053-3705fe0a67e0 42
Physics-Based Ground Motion Simulations for the Prediction of the Seismic Vulnerability of Masonry Building Compounds in Mirandola (Italy), file e2913fde-c5f1-f688-e053-3705fe0a67e0 30
Assessment of the effect of seismic sequences on steel X-CBF for industrial buildings, file ecc1d46a-b6ae-48e2-a056-7c4385d72db1 26
Correction: Reliability of field experiments, analytical methods and pedestrian's perception scales for the vibration serviceability assessment of an in-service glass walkway. [Appl. Sci. 9, (2019) 1936] doi 10.3390/app9091936, file e2913fdd-6863-f688-e053-3705fe0a67e0 21
Role of In-Field Experimental Diagnostic Analysis for the Derivation of Residual Capacity Indexes in Existing Pedestrian Glass Systems, file 4d5e19bf-36de-4a7e-9bd4-c993d001df81 20
Fragility curves for reinforced concrete frames characterised by different regularity, file 304c6278-3490-4aad-93c5-9fc0fd182a6c 14
Spiral-based confinement in slabs for the seismic performance enhancement of steel-concrete composite frames, file 66b782f4-6b9f-40b4-a572-5e181cdf9502 14
Influenza degli effetti di sorgente sulla distribuzione del danno a scala urbana: un caso studio per la città di Gorizia, file e2913fdd-f365-f688-e053-3705fe0a67e0 11
Comparison of Numerical Strategies for Historic Elevated Water Tanks: Modal Analysis of a 50-Year-Old Structure in Italy, file 7b4a9242-db19-4d8a-a36b-7809a53daa46 9
Seismic Behaviour Improvement of Steel-Concrete Composite Frames Based on Steel Spiral-Confined Slabs, file 867120cc-27f7-42e3-a6ac-68d45f0f9977 8
Vulnerabilità dei ponti italiani nei confronti dei carichi da traffico in relazione all’evoluzione del quadro normativo dalla Normale del 1933 ad oggi, file 0fdfcb0d-2fed-4a4b-9497-fa9c01547af7 7
Multi-scenario Physics-Based Seismic Hazard Assessment of Cultural Heritage Sites, file 289b8c2c-454d-4681-90ad-eb1224011ae5 6
Seismic Assessment of a Cultural Heritage Minaret in Cairo, file 7ea03845-435c-4038-8e5c-a8eebb5e7987 5
Improving the seismic capacity of steel–concrete composite frames with spiral-confined slabs, file f695fb10-b07d-48a9-980f-2b37c27728d8 5
Vulnerabilità dei ponti italiani nei confronti dei carichi da traffico in relazione all’evoluzione del quadro normativo dalla Normale del 1933 ad oggi, file 8e985e65-4817-4365-9712-1d99e898d4f0 4
A POSSIBLE REVISION OF THE CURRENT SEISMIC DESIGN PROCESS, file e2913fda-f3ce-f688-e053-3705fe0a67e0 4
Site-specific ground motion modeling for a historical Cairo site as a step towards computation of seismic input at cultural heritage sites, file e2913fdd-1371-f688-e053-3705fe0a67e0 4
Considerations on efficient procedural steps for seismic capacity assessment and diagnostics of historic structural glass systems, file 9bf20693-ec4c-4f87-8f92-becb9b8cd714 3
A New Design Procedure Based On The Realistic Definition Of Seismic Input, file e2913fdb-17e9-f688-e053-3705fe0a67e0 3
Scenari di pericolosità sismica e di danno per la città di Gorizia, file e2913fdd-27ba-f688-e053-3705fe0a67e0 3
Efficiency of Coupled Experimental–Numerical Predictive Analyses for Inter-Story Floors Under Non-Isolated Machine-Induced Vibrations, file e2913fdd-d196-f688-e053-3705fe0a67e0 3
Seismic Behaviour Improvement of Steel-Concrete Composite Frames Based on Steel Spiral-Confined Slabs, file e2913fdf-7401-f688-e053-3705fe0a67e0 3
Vulnerability to traffic loads of typical Italian bridges in relation to the evolution of the code framework, file 203bb3be-1460-48f4-9dce-fc023b10ac34 2
Non-linear component-based modelling strategy for beam-to-column steel-concrete composite joints under seismic loads, file a17fb787-ce9d-40b5-ab64-cc96a6ca3492 2
Assessment of CNC Machine-Induced Vibrations on an Industrial Inter-story Floor, file e2913fdd-bd79-f688-e053-3705fe0a67e0 2
Vulnerability to traffic loads of typical Italian bridges in relation to the evolution of the code framework, file 35f8a0fd-a91d-416a-83f9-0e0d2c6f5d3b 1
Seismic Assessment of a Cultural Heritage Minaret in Cairo, file 6579cb9b-fe8e-4051-abef-484bb1a4755e 1
Experimental Derivation of Dynamic Load Factor for Transparent Glass Pedestrian Systems, file d32d1b74-2f5b-4014-9f8b-1b9972fa7f04 1
The influence of the concrete slab on the behaviour of steel-concrete composite joints for braced frames, file e2913fdb-a265-f688-e053-3705fe0a67e0 1
The influence of earthquake vertical component on the seismic response of masonry structures, file e2913fdc-8a16-f688-e053-3705fe0a67e0 1
THE GUIDELINES FOR THE DESIGN OF STEEL-CONCRETE COMPOSITE JOINTS IN SEISMIC AREAS, file e2913fdc-90ac-f688-e053-3705fe0a67e0 1
Neo-Deterministic Scenario-Earthquake Accelerograms and Spectra: A NDSHA Approach to Seismic Analysis, file e2913fdc-a2ee-f688-e053-3705fe0a67e0 1
A database of damage-consistent (intensity-based) natural and synthetic accelerograms for seismic risk assessment, file e2913fdd-694b-f688-e053-3705fe0a67e0 1
Totale 3.114
Categoria #
all - tutte 6.232
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 6.232


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019127 0 0 0 0 0 0 0 0 16 28 36 47
2019/2020446 30 28 25 74 43 34 36 35 48 24 39 30
2020/2021796 19 35 24 49 96 120 118 64 35 43 103 90
2021/2022516 31 38 51 82 48 31 55 28 42 20 61 29
2022/2023484 19 28 52 39 25 56 53 28 27 50 71 36
2023/2024526 54 52 41 51 49 68 129 82 0 0 0 0
Totale 3.114