statistiche ricercatore

Continente	#
NA - Nord America	1.114
EU - Europa	571
AS - Asia	431
SA - Sud America	79
Continente sconosciuto - Info sul continente non disponibili	50
AF - Africa	14
Totale	2.259

Nazione	#
US - Stati Uniti d'America	1.087
IT - Italia	196
SG - Singapore	150
CN - Cina	90
VN - Vietnam	82
RU - Federazione Russa	67
BR - Brasile	60
UA - Ucraina	59
IE - Irlanda	43
SE - Svezia	42
EE - Estonia	36
FR - Francia	33
HK - Hong Kong	31
DE - Germania	26
BD - Bangladesh	21
GB - Regno Unito	21
IN - India	14
CA - Canada	12
FI - Finlandia	12
JP - Giappone	10
AR - Argentina	8
DK - Danimarca	8
PL - Polonia	7
TR - Turchia	7
MX - Messico	6
CO - Colombia	5
KR - Corea	5
BE - Belgio	4
IQ - Iraq	4
MA - Marocco	4
CI - Costa d'Avorio	3
ES - Italia	3
JM - Giamaica	3
SA - Arabia Saudita	3
BG - Bulgaria	2
BH - Bahrain	2
CR - Costa Rica	2
CW - ???statistics.table.value.countryCode.CW???	2
DZ - Algeria	2
EG - Egitto	2
HU - Ungheria	2
ID - Indonesia	2
NI - Nicaragua	2
NL - Olanda	2
PE - Perù	2
PH - Filippine	2
PT - Portogallo	2
PY - Paraguay	2
RO - Romania	2
ZA - Sudafrica	2
AE - Emirati Arabi Uniti	1
EC - Ecuador	1
EU - Europa	1
IR - Iran	1
IS - Islanda	1
JO - Giordania	1
LK - Sri Lanka	1
LT - Lituania	1
LU - Lussemburgo	1
MT - Malta	1
NP - Nepal	1
OM - Oman	1
TN - Tunisia	1
TT - Trinidad e Tobago	1
TW - Taiwan	1
UY - Uruguay	1
UZ - Uzbekistan	1
VC - Saint Vincent e Grenadine	1
Totale	2.212

Nome	#
Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model	216
FEM analyses of a monumental building using a smeared approach for the fracture energy	197
Assessment of seismic behaviour of heritage masonry buildings using numerical modelling	187
Evaluation of different approaches for the seismic vulnerability assessment of RC structures	179
Aftershock fragility assessment of Italian cast–IN–place RC industrial structures with precast vaults	176
Influence of FE Modelling Approaches on Vulnerabilities of RC School Buildings and Proposal of a CFRP Retrofitting Intervention	171
Influence of FE Modelling on Typical and Specific Vulnerabilities of RC School Buildings	167
Monitoring cultural heritage buildings: The San Ciriaco bell-tower in Ancona	154
The non-smooth contact dynamics method for the analysis of an ancient masonry tower	152
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	149
Modelling and analysis of an ancient monastery under earthquake loading: assessment of seismic resistance	137
Modal parameters identification with environmental tests and advanced numerical analyses for masonry bell towers: a meaningful case study	129
Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: advanced numerical insight	129
Numerical model upgrading of ancient bell towers monitored with a wired sensors network	116
Totale	2.259

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2021/2022	84	0	18	4	1	0	9	3	5	7	7	11	19
2022/2023	246	22	35	21	21	19	31	1	12	58	4	17	5
2023/2024	161	22	3	16	15	16	43	2	12	1	4	2	25
2024/2025	282	30	26	9	7	17	17	10	7	90	15	37	17
2025/2026	827	78	40	37	99	122	55	136	76	66	51	31	36
2026/2027	91	55	36	0	0	0	0	0	0	0	0	0	0
Totale													2.259