IRIS
RAVASINI, SIMONE
 Distribuzione geografica
Salva come PNG Salva come JPEG
Continente #
AS - Asia 1.769
NA - Nord America 1.485
EU - Europa 1.223
SA - Sud America 265
AF - Africa 124
OC - Oceania 9
Continente sconosciuto - Info sul continente non disponibili 1
Totale 4.876
Salva come PNG Salva come JPEG
Nazione #
US - Stati Uniti d'America 1.434
SG - Singapore 677
IT - Italia 532
CN - Cina 334
VN - Vietnam 265
BR - Brasile 192
HK - Hong Kong 154
IE - Irlanda 101
ZA - Sudafrica 81
IN - India 77
NL - Olanda 77
FR - Francia 70
DE - Germania 57
GB - Regno Unito 56
PL - Polonia 55
SE - Svezia 52
RU - Federazione Russa 43
TR - Turchia 41
CA - Canada 25
JP - Giappone 24
FI - Finlandia 23
IQ - Iraq 23
BE - Belgio 22
ES - Italia 22
KR - Corea 22
SA - Arabia Saudita 17
UA - Ucraina 17
CO - Colombia 16
PK - Pakistan 16
AR - Argentina 14
AT - Austria 14
EC - Ecuador 14
MX - Messico 14
NO - Norvegia 14
RS - Serbia 14
GR - Grecia 13
IR - Iran 13
BD - Bangladesh 11
PE - Perù 11
PH - Filippine 11
TW - Taiwan 11
TN - Tunisia 10
AU - Australia 9
MY - Malesia 9
ID - Indonesia 8
LK - Sri Lanka 8
VE - Venezuela 8
UZ - Uzbekistan 7
CY - Cipro 6
LT - Lituania 6
SK - Slovacchia (Repubblica Slovacca) 6
TH - Thailandia 6
CH - Svizzera 5
DZ - Algeria 5
EG - Egitto 5
LY - Libia 5
CR - Costa Rica 4
HR - Croazia 4
JO - Giordania 4
MA - Marocco 4
SI - Slovenia 4
AZ - Azerbaigian 3
CI - Costa d'Avorio 3
CL - Cile 3
DK - Danimarca 3
HU - Ungheria 3
IL - Israele 3
KZ - Kazakistan 3
NP - Nepal 3
OM - Oman 3
PY - Paraguay 3
RO - Romania 3
SV - El Salvador 3
UY - Uruguay 3
AE - Emirati Arabi Uniti 2
BH - Bahrain 2
DO - Repubblica Dominicana 2
ET - Etiopia 2
KE - Kenya 2
PA - Panama 2
PT - Portogallo 2
SN - Senegal 2
AL - Albania 1
AM - Armenia 1
AO - Angola 1
BJ - Benin 1
BO - Bolivia 1
BY - Bielorussia 1
HN - Honduras 1
KW - Kuwait 1
LA - Repubblica Popolare Democratica del Laos 1
LU - Lussemburgo 1
ME - Montenegro 1
MK - Macedonia 1
NG - Nigeria 1
QA - Qatar 1
SL - Sierra Leone 1
SY - Repubblica araba siriana 1
TJ - Tagikistan 1
XK - ???statistics.table.value.countryCode.XK??? 1
Totale 4.875
Salva come PNG Salva come JPEG
Città #
Singapore 386
Ashburn 234
Dallas 230
San Jose 217
Hong Kong 119
Santa Clara 119
Dublin 101
Johannesburg 78
Ho Chi Minh City 76
Beijing 67
Chandler 67
Hanoi 67
Parma 64
Milan 58
Los Angeles 56
Hefei 49
Boardman 40
Warsaw 40
Shanghai 39
Lauterbourg 38
Ann Arbor 29
Naples 28
Moscow 25
Chicago 23
Collecchio 18
Brescia 17
New York 17
Bologna 16
Hyderabad 16
Istanbul 16
Rome 16
Council Bluffs 15
San Antonio 15
Seoul 15
São Paulo 15
Belgrade 14
Tokyo 14
Haiphong 13
Frankfurt am Main 12
Liège 12
Rio de Janeiro 12
Buffalo 11
Florence 11
Genoa 11
Kyiv 11
London 11
Munich 11
Athens 10
New Delhi 10
Riyadh 10
Toronto 10
Turin 10
Vienna 10
Columbus 9
Da Nang 9
Princeton 9
Wilmington 9
Biên Hòa 8
Central 8
Helsinki 8
Nanjing 8
Palermo 8
Phoenix 8
Quito 8
Seattle 8
Trondheim 8
Veldhoven 8
Amsterdam 7
Atlanta 7
Baghdad 7
Bogotá 7
Brooklyn 7
Chennai 7
Dearborn 7
Hải Dương 7
Lauchhammer 7
Mumbai 7
Nuremberg 7
Padova 7
Paris 7
Taipei 7
Bratislava 6
Izmir 6
Kauhala 6
Montreal 6
Nicosia 6
Oslo 6
Raleigh 6
Robbiate 6
Zhengzhou 6
Ankara 5
Bremen 5
Camerino 5
Changsha 5
Cottbus 5
Cáceres 5
Des Moines 5
Dundee 5
Edinburgh 5
Guayaquil 5
Totale 2.947
Salva come PNG Salva come JPEG
Nome #
Seismic fragility curves assessment of corroded RC bridges 287
Seismic vulnerability assessment of existing RC bridges 275
SEISMIC ASSESSMENT OF EXISTING CIRCULAR HOLLOW RC PIERS SUBJECTED TO CORROSION THROUGH NLFEA 223
Study of Biaxial Shear Failure Envelope of Reinforced Concrete Columns 221
Nonlinear Dynamic Response of a Precast Concrete Building to Sudden Column Removal 185
Numerical simulations of a benchmark reduced-scale post-tensioned concrete bridge girder with corroded strands. 149
Dependency of punching shear resistance and membrane action on boundary conditions of reinforced concrete continuous slabs 140
Experimental and Analytical Study of a Welded Steel Wire Mesh for Anti-Falling Debris Protection System 140
PARAMETRIC ANALYSIS ON PUNCHING SHEAR RESISTANCE OF REINFORCED CONCRETE CONTINUOUS SLABS 132
Numerical approach to evaluate the load bearing capacity of RC dapped-end beams subjected to corrosion 130
Construction method and numerical approach for the robustness of precast concrete buildings 129
Capacity assessment of uncorroded and corroded dapped‐end beams by NLFE and strut‐and‐tie based methods 127
Robustness-oriented conceptual design of precast concrete frame structures 126
Tie force method for reinforced concrete structures 115
Bearing capacity assessment of RC flat slab in frame structures. 112
Validation of simplified tying force method for robustness assessment of RC framed structures 111
Numerical and Analytical Assessment of a Galvanized Welded Steel Wire Mesh: an Anti-Falling Debris Protection System for Ceiling 111
LONG-TERM AND CORROSION EFFECTS ON THE PUNCHING SHEAR RESISTANCE OF RC FLAT SLABS SUBJECTED TO SUDDEN COLUMN LOSS 110
Experimental investigation on shear behaviour of corroded and repaired prestressed concrete beams 110
Experimental investigation on anti-falling protection systems for reinforced concrete-brick composite floors 110
Vitrified beads as aggregate replacement for sustainable cementitious materials 105
SCPS-model Validation Based on a Database of Naturally Corroded Prestressing Strands 103
Conceptual Design of Robust Precast Concrete Frames 103
Assessment of an Existing RC Frame Subjected to Differential Settlements using Nonlinear Finite Element Analysis 100
Capacity assessment of corroded reinforced concrete frames subjected to differential ground settlements 99
Probabilistic assessment of the moment-curvature response of PC beams subjected to corrosion. 98
Application of an analytical method for the design for robustness of RC flat slab buildings 96
Role of floor diaphragms on the seismic response of reinforced concrete frames 95
Pushover analysis of reinforced concrete framed structures: comparison between response obtained using beam or multi-layered shell elements 95
A robustness-oriented procedure for the design of tying reinforcement in precast concrete hollow-core floors 94
Numerical assessment of the load-bearing capacity and reliability of existing bridges with dapped-end beams 90
Pushover analyses of existing bridges subjected to scouring effect 84
Probabilistic assessment of the moment-curvature response of PC beams with different corrosion scenarios 80
Simplified analytical method for moment-curvature response of corroded prestressed concrete beams 79
Experimental tests on an anti-falling floor protection system under different loading conditions and anchoring configurations 79
Role of structural details in progressive collapse of precast RC structures 78
Numerical study on settlement-induced damage to RC frames: the effect of foundation and ground stiffness 77
Reinforced concrete dapped-end beams for existing bridges: Reliability of finite element models 69
Verification of deflections and cracking of RC flat slabs with numerical and analytical approaches 67
An overview of constitutive models for corroded strands 57
NLFEA Damage Assessment of RC Framed Buildings Subjected to Column Settlements 43
Experimental correlations between crack opening and corrosion measurements in prestressed concrete beams 39
An integrated DEM–FEM approach to study breakage in packing of glass cartridges on a conveyor belt 24
An analytical framework for the evaluation of the progressive collapse resistance of precast concrete hollow-core floors 20
Progressive collapse fragility of substandard and earthquake-resistant precast RC buildings 20
Probabilistic robustness assessment of precast reinforced concrete buildings 17
Totale 4.954
Salva come PNG Salva come JPEG
Categoria #
all - tutte 15.521
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 15.521
Salva come PNG Salva come JPEG


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/20217 0 0 0 0 0 0 0 0 0 2 2 3
2021/202279 2 1 0 1 1 3 17 12 6 10 2 24
2022/2023344 21 30 22 16 30 28 6 15 120 20 27 9
2023/2024548 20 33 18 22 19 74 57 120 35 52 44 54
2024/20251.258 43 48 113 103 98 127 70 74 178 120 97 187
2025/20262.621 185 163 469 223 388 200 308 147 357 181 0 0
Totale 4.954