statistiche ricercatore

Nazione	#
US - Stati Uniti d'America	1.223
IT - Italia	552
SG - Singapore	351
CN - Cina	202
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	54
UA - Ucraina	41
HK - Hong Kong	38
JP - Giappone	33
CH - Svizzera	32
TR - Turchia	28
NL - Olanda	26
IE - Irlanda	25
AT - Austria	20
BE - Belgio	20
SE - Svezia	16
FI - Finlandia	15
MY - Malesia	15
BD - Bangladesh	8
TW - Taiwan	8
CA - Canada	7
ID - Indonesia	7
IR - Iran	6
MA - Marocco	6
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
IS - Islanda	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	3.705

Nome	#
Shallow-dome structures and interaction between buckling and snap-through	473
Snap-through and local buckling interaction in a timber dome: Bracing system vs. connection stiffness	367
Nonlinear instability analysis of long-span roofing structures: The case-study of Porta Susa railway-station	342
Interaction between snap-through and Eulerian instability in shallow structures	305
Instability assessment of shallow structures using image capturing	301
Instability load evaluation of shallow imperfection-sensitive structures by form and interaction parameters	267
Step-by-step stability analysis of shallow grid shells: Buckling versus snap-through	231
Interaction between different instability phenomena in shallow roofing structures affected by geometrical imperfections	230
Snap-Through vs. Eulerian instability in arch structures affected by geometrical imperfections	229
Considerations over the Italian road bridge infrastructure safety after the Polcevera viaduct collapse: past errors and future perspectives	219
The anatomy of a collapse: Forensic analyses, monitoring and restoration attempts of the Fossano Bridge	214
Postbuckling Echoes of iMRA Introduced Variation in Gridshells Mechanical Behaviour	208
Dakar Mosque gridshell: Exploring the benefits of the improved multibody rope approach through postbuckling analysis	189
A rational methodology for the design of linked compound shear walls in tall buildings in high-seismic regions	165
Totale	3.740

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2020/2021	7	0	0	0	0	0	0	0	0	0	0	0	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	1.135	79	48	78	80	154	62	128	85	222	135	21	43
Totale													3.740

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