statistiche ricercatore

Continente	#
NA - Nord America	977
EU - Europa	562
AS - Asia	386
SA - Sud America	63
AF - Africa	22
OC - Oceania	5
Continente sconosciuto - Info sul continente non disponibili	2
Totale	2.017

Nazione	#
US - Stati Uniti d'America	964
IT - Italia	197
SG - Singapore	131
CN - Cina	85
VN - Vietnam	74
RU - Federazione Russa	65
UA - Ucraina	54
BR - Brasile	49
IE - Irlanda	42
SE - Svezia	41
EE - Estonia	36
FR - Francia	32
HK - Hong Kong	29
DE - Germania	25
IN - India	18
CH - Svizzera	14
GB - Regno Unito	14
FI - Finlandia	11
TR - Turchia	11
BD - Bangladesh	10
KE - Kenya	8
CA - Canada	7
JP - Giappone	7
AR - Argentina	6
DK - Danimarca	6
MX - Messico	6
AU - Australia	5
PL - Polonia	5
BE - Belgio	4
IQ - Iraq	4
MA - Marocco	4
CI - Costa d'Avorio	3
CO - Colombia	3
ES - Italia	3
KR - Corea	3
NP - Nepal	3
BG - Bulgaria	2
BH - Bahrain	2
DZ - Algeria	2
EG - Egitto	2
HU - Ungheria	2
ID - Indonesia	2
PE - Perù	2
PT - Portogallo	2
PY - Paraguay	2
RO - Romania	2
ZA - Sudafrica	2
AE - Emirati Arabi Uniti	1
CW - ???statistics.table.value.countryCode.CW???	1
EC - Ecuador	1
EU - Europa	1
IR - Iran	1
IS - Islanda	1
LK - Sri Lanka	1
LT - Lituania	1
LU - Lussemburgo	1
MT - Malta	1
NL - Olanda	1
OM - Oman	1
SA - Arabia Saudita	1
TN - Tunisia	1
TW - Taiwan	1
UZ - Uzbekistan	1
Totale	2.017

Nome	#
Robustness of Industrial Precast Buildings due to Damage Accumulation	218
Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model	196
FEM analyses of a monumental building using a smeared approach for the fracture energy	190
Assessment of seismic behaviour of heritage masonry buildings using numerical modelling	172
Aftershock fragility assessment of Italian cast–IN–place RC industrial structures with precast vaults	169
Influence of FE Modelling Approaches on Vulnerabilities of RC School Buildings and Proposal of a CFRP Retrofitting Intervention	162
Evaluation of different approaches for the seismic vulnerability assessment of RC structures	161
Monitoring cultural heritage buildings: The San Ciriaco bell-tower in Ancona	147
The non-smooth contact dynamics method for the analysis of an ancient masonry tower	145
Damage assessment by the non-smooth contact dynamics method of the iconic crumbling of the clock tower in Amatrice after the 2016 Central Italy seismic sequence	142
Modal parameters identification with environmental tests and advanced numerical analyses for masonry bell towers: a meaningful case study	126
Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: advanced numerical insight	122
Numerical model upgrading of ancient bell towers monitored with a wired sensors network	109
Totale	2.059

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2020/2021	6	0	0	0	0	0	0	0	0	0	0	0	6
2021/2022	100	16	17	6	1	0	9	3	5	6	7	12	18
2022/2023	244	21	34	20	20	19	29	1	13	61	4	17	5
2023/2024	176	23	3	18	14	17	52	0	13	8	7	3	18
2024/2025	265	25	24	12	6	15	15	13	7	84	13	36	15
2025/2026	730	77	37	32	96	116	51	120	71	62	43	22	3
Totale													2.059