statistiche ricercatore

Continente	#
NA - Nord America	1.157
EU - Europa	477
AS - Asia	372
SA - Sud America	69
AF - Africa	25
Continente sconosciuto - Info sul continente non disponibili	24
OC - Oceania	3
Totale	2.127

Nazione	#
US - Stati Uniti d'America	1.120
RU - Federazione Russa	204
IT - Italia	142
SG - Singapore	126
CN - Cina	84
BR - Brasile	54
VN - Vietnam	35
FR - Francia	29
CA - Canada	25
KR - Corea	25
DE - Germania	21
GB - Regno Unito	17
ES - Italia	15
JO - Giordania	15
JP - Giappone	14
TR - Turchia	14
CI - Costa d'Avorio	13
HK - Hong Kong	10
IE - Irlanda	9
IN - India	9
FI - Finlandia	8
UA - Ucraina	7
ID - Indonesia	6
IR - Iran	6
MX - Messico	5
AR - Argentina	4
CL - Cile	4
NL - Olanda	4
TW - Taiwan	4
BD - Bangladesh	3
CH - Svizzera	3
CO - Colombia	3
HU - Ungheria	3
PT - Portogallo	3
ZA - Sudafrica	3
AE - Emirati Arabi Uniti	2
AU - Australia	2
AZ - Azerbaigian	2
GR - Grecia	2
IL - Israele	2
IQ - Iraq	2
JM - Giamaica	2
KE - Kenya	2
LV - Lettonia	2
MA - Marocco	2
PS - Palestinian Territory	2
SE - Svezia	2
TH - Thailandia	2
AT - Austria	1
BF - Burkina Faso	1
BO - Bolivia	1
BS - Bahamas	1
CR - Costa Rica	1
CZ - Repubblica Ceca	1
DO - Repubblica Dominicana	1
DZ - Algeria	1
EC - Ecuador	1
EE - Estonia	1
HN - Honduras	1
HR - Croazia	1
KG - Kirghizistan	1
LA - Repubblica Popolare Democratica del Laos	1
LK - Sri Lanka	1
MD - Moldavia	1
MU - Mauritius	1
MY - Malesia	1
NP - Nepal	1
NZ - Nuova Zelanda	1
PA - Panama	1
PE - Perù	1
PH - Filippine	1
PL - Polonia	1
SA - Arabia Saudita	1
SN - Senegal	1
TJ - Tagikistan	1
TN - Tunisia	1
UZ - Uzbekistan	1
VE - Venezuela	1
XK - ???statistics.table.value.countryCode.XK???	1
Totale	2.104

Nome	#
Kinematic collapse load calculator: Circular arches	292
Increase in seismic resistance for a dry joint masonry arch subjected to hinge control	199
Increase in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge Control	167
Interactive MatlAB-CAD limit analysis of horizontally loaded masonry arches	158
Fe model predicting the increase in seismic resistance induced by the progressive FRP strengthening on already damaged masonry arches subjected to settlement	157
FE model predicting the load carrying capacity of progressive FRP strengthening of masonry arches subjected to settlement damage	157
Interactive limit analysis of drawn masonry arches subjected to horizontal accelerations	157
Finite Hinge Stiffness and its Effect on the Capacity of a Dry-Stack Masonry Arch Subjected to Hinge Control	154
Reinforced stability-based design: a theoretical introduction through a mechanically reinforced masonry arch	151
Diagram based assessment strategy for first-order analysis of masonry arches	146
Simplified measurement technique for rigid-body deformations of two masonry blocks	143
Irrecoverable Collapse Time for a Fixed-Hinge Dry-Stack Arch Under Constant Horizontal Acceleration	142
Non-linear dynamic behaviour of a masonry arch subjected to hinge control	104
Totale	2.127

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2021/2022	102	0	16	7	3	5	5	5	7	8	6	21	19
2022/2023	184	14	4	14	19	23	19	0	19	47	14	10	1
2023/2024	66	6	14	1	8	3	6	6	1	3	15	0	3
2024/2025	328	5	24	4	3	70	26	10	29	47	24	38	48
2025/2026	845	158	143	40	45	42	41	134	52	41	72	22	55
2026/2027	26	19	7	0	0	0	0	0	0	0	0	0	0
Totale													2.127

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