statistiche ricercatore

Continente	#
AS - Asia	515
NA - Nord America	498
EU - Europa	397
SA - Sud America	106
Continente sconosciuto - Info sul continente non disponibili	26
AF - Africa	19
OC - Oceania	4
Totale	1.565

Nazione	#
US - Stati Uniti d'America	475
IT - Italia	150
CN - Cina	143
SG - Singapore	125
RU - Federazione Russa	112
BR - Brasile	76
VN - Vietnam	67
KR - Corea	39
PL - Polonia	36
HK - Hong Kong	33
DE - Germania	23
BD - Bangladesh	22
ID - Indonesia	14
IN - India	14
FR - Francia	13
IE - Irlanda	12
AR - Argentina	11
JP - Giappone	11
MX - Messico	11
MA - Marocco	10
TR - Turchia	10
FI - Finlandia	9
CA - Canada	8
IQ - Iraq	8
GB - Regno Unito	7
PE - Perù	7
SE - Svezia	7
GR - Grecia	6
EC - Ecuador	5
IR - Iran	5
NL - Olanda	5
PT - Portogallo	5
AU - Australia	4
CY - Cipro	4
CH - Svizzera	3
NG - Nigeria	3
PY - Paraguay	3
AE - Emirati Arabi Uniti	2
BH - Bahrain	2
BJ - Benin	2
CL - Cile	2
CR - Costa Rica	2
HN - Honduras	2
HR - Croazia	2
JO - Giordania	2
KZ - Kazakistan	2
MT - Malta	2
MY - Malesia	2
PH - Filippine	2
PK - Pakistan	2
PS - Palestinian Territory	2
TW - Taiwan	2
ZA - Sudafrica	2
AT - Austria	1
BY - Bielorussia	1
CO - Colombia	1
DZ - Algeria	1
ES - Italia	1
IL - Israele	1
KE - Kenya	1
LB - Libano	1
RO - Romania	1
SK - Slovacchia (Repubblica Slovacca)	1
VE - Venezuela	1
Totale	1.539

Nome	#
CRM REINFORCEMENT OF BRICK MASONRY WALLS: EXPERIMENTAL AND NUMERICAL INVESTIGATIONS	266
Proposal of an expeditious procedure for the seismic vulnerability analysis of masonry structures	213
Analysis of punching shear strengthening techniques of RC slabs in light of new EC2 formulation	200
Cyclic shear-compression tests on CRM reinforced brick masonry walls	197
Experimental study of CRM-reinforced brick masonry panels: Cyclic shear-compression tests and compression tests	188
Long-term friction increase effects on a combined base isolation/supplemental damping system	135
On-Site Tests and Structural Assessment of a 1950s Pavilion of General Markets Complex in Florence	128
Experimental control of the mechanical properties of pressurized fluid viscous dampers over twenty years after their production	110
The "Sagrestia Nuova" of Michelangelo in Florence: information modelling for structural interpretation	72
Evaluation of time effects on the response of PFV spring-dampers	42
Numerical parametric investigation on the compression and shear-compression response of masonry panels strengthened by CRM	14
Totale	1.565

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2021/2022	4	0	0	0	0	0	0	0	1	0	0	2	1
2022/2023	31	1	2	0	2	2	6	5	4	6	0	2	1
2023/2024	33	0	3	3	0	0	7	6	7	1	2	1	3
2024/2025	391	13	44	19	45	79	73	8	15	23	13	25	34
2025/2026	862	93	112	116	123	56	28	78	64	69	44	33	46
2026/2027	200	47	30	89	34	0	0	0	0	0	0	0	0
Totale													1.565