statistiche ricercatore

Nazione	#
US - Stati Uniti d'America	1.189
IT - Italia	547
SG - Singapore	348
CN - Cina	201
VN - Vietnam	194
GB - Regno Unito	177
DE - Germania	148
FR - Francia	134
RU - Federazione Russa	84
KR - Corea	71
BR - Brasile	62
IN - India	50
UA - Ucraina	41
HK - Hong Kong	38
JP - Giappone	33
CH - Svizzera	31
TR - Turchia	28
NL - Olanda	26
IE - Irlanda	25
AT - Austria	20
BE - Belgio	20
SE - Svezia	16
FI - Finlandia	15
MY - Malesia	14
TW - Taiwan	8
BD - Bangladesh	7
ID - Indonesia	7
IR - Iran	6
MA - Marocco	6
CA - Canada	5
HR - Croazia	5
IQ - Iraq	5
PL - Polonia	5
TN - Tunisia	5
AR - Argentina	4
CL - Cile	4
EU - Europa	4
PE - Perù	4
ZA - Sudafrica	4
CO - Colombia	3
ES - Italia	3
JO - Giordania	3
MX - Messico	3
PH - Filippine	3
PY - Paraguay	3
SI - Slovenia	3
UY - Uruguay	3
BY - Bielorussia	2
DZ - Algeria	2
EC - Ecuador	2
KZ - Kazakistan	2
LT - Lituania	2
NI - Nicaragua	2
PK - Pakistan	2
RO - Romania	2
TH - Thailandia	2
AE - Emirati Arabi Uniti	1
AU - Australia	1
CZ - Repubblica Ceca	1
DK - Danimarca	1
DO - Repubblica Dominicana	1
EG - Egitto	1
GE - Georgia	1
GR - Grecia	1
GT - Guatemala	1
KE - Kenya	1
KG - Kirghizistan	1
MD - Moldavia	1
NP - Nepal	1
OM - Oman	1
PT - Portogallo	1
SA - Arabia Saudita	1
SK - Slovacchia (Repubblica Slovacca)	1
SV - El Salvador	1
UZ - Uzbekistan	1
Totale	3.652

Nome	#
Shallow-dome structures and interaction between buckling and snap-through	464
Snap-through and local buckling interaction in a timber dome: Bracing system vs. connection stiffness	364
Nonlinear instability analysis of long-span roofing structures: The case-study of Porta Susa railway-station	337
Interaction between snap-through and Eulerian instability in shallow structures	299
Instability assessment of shallow structures using image capturing	297
Instability load evaluation of shallow imperfection-sensitive structures by form and interaction parameters	266
Step-by-step stability analysis of shallow grid shells: Buckling versus snap-through	230
Snap-Through vs. Eulerian instability in arch structures affected by geometrical imperfections	228
Interaction between different instability phenomena in shallow roofing structures affected by geometrical imperfections	228
Considerations over the Italian road bridge infrastructure safety after the Polcevera viaduct collapse: past errors and future perspectives	218
The anatomy of a collapse: Forensic analyses, monitoring and restoration attempts of the Fossano Bridge	211
Postbuckling Echoes of iMRA Introduced Variation in Gridshells Mechanical Behaviour	200
Dakar Mosque gridshell: Exploring the benefits of the improved multibody rope approach through postbuckling analysis	183
A rational methodology for the design of linked compound shear walls in tall buildings in high-seismic regions	162
Totale	3.687

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2020/2021	26	0	0	0	0	0	0	0	0	0	0	19	7
2021/2022	169	6	12	3	4	4	6	6	6	16	8	33	65
2022/2023	332	30	65	12	41	26	40	17	16	37	5	19	24
2023/2024	187	5	13	8	7	35	10	9	10	36	8	25	21
2024/2025	416	17	61	18	65	29	11	11	20	72	43	25	44
2025/2026	1.082	79	48	78	80	154	62	128	85	222	135	11	0
Totale													3.687

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