statistiche ricercatore

Continente	#
NA - Nord America	1.036
EU - Europa	569
AS - Asia	418
SA - Sud America	76
AF - Africa	14
Continente sconosciuto - Info sul continente non disponibili	2
Totale	2.115

Nazione	#
US - Stati Uniti d'America	1.022
IT - Italia	194
SG - Singapore	147
CN - Cina	89
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	30
DE - Germania	26
GB - Regno Unito	21
IN - India	14
BD - Bangladesh	13
FI - Finlandia	12
JP - Giappone	10
DK - Danimarca	8
AR - Argentina	7
CA - Canada	7
PL - Polonia	7
TR - Turchia	7
MX - Messico	6
KR - Corea	5
BE - Belgio	4
IQ - Iraq	4
MA - Marocco	4
CI - Costa d'Avorio	3
CO - Colombia	3
ES - Italia	3
SA - Arabia Saudita	3
BG - Bulgaria	2
BH - Bahrain	2
DZ - Algeria	2
EG - Egitto	2
HU - Ungheria	2
ID - Indonesia	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
CR - Costa Rica	1
CW - ???statistics.table.value.countryCode.CW???	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
TW - Taiwan	1
UY - Uruguay	1
UZ - Uzbekistan	1
Totale	2.115

Nome	#
Seismic Assessment of a Monumental Building through Nonlinear Analyses of a 3D Solid Model	201
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	175
Aftershock fragility assessment of Italian cast–IN–place RC industrial structures with precast vaults	170
Evaluation of different approaches for the seismic vulnerability assessment of RC structures	168
Influence of FE Modelling Approaches on Vulnerabilities of RC School Buildings and Proposal of a CFRP Retrofitting Intervention	165
Influence of FE Modelling on Typical and Specific Vulnerabilities of RC School Buildings	162
The non-smooth contact dynamics method for the analysis of an ancient masonry tower	147
Monitoring cultural heritage buildings: The San Ciriaco bell-tower in Ancona	147
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	143
Modelling and analysis of an ancient monastery under earthquake loading: assessment of seismic resistance	132
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	125
Numerical model upgrading of ancient bell towers monitored with a wired sensors network	111
Totale	2.162

	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	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	821	78	40	37	99	122	55	136	76	66	51	31	30
Totale													2.162