statistiche ricercatore

Continente	#
NA - Nord America	1.088
EU - Europa	447
AS - Asia	369
SA - Sud America	68
AF - Africa	25
OC - Oceania	3
Continente sconosciuto - Info sul continente non disponibili	1
Totale	2.001

Nazione	#
US - Stati Uniti d'America	1.058
RU - Federazione Russa	204
SG - Singapore	126
IT - Italia	114
CN - Cina	83
BR - Brasile	54
VN - Vietnam	33
FR - Francia	29
KR - Corea	25
CA - Canada	21
DE - Germania	20
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
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
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
MU - Mauritius	1
MY - Malesia	1
NP - Nepal	1
NZ - Nuova Zelanda	1
PA - Panama	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	2.001

Nome	#
Kinematic collapse load calculator: Circular arches	283
Increase in seismic resistance for a dry joint masonry arch subjected to hinge control	186
FE model predicting the load carrying capacity of progressive FRP strengthening of masonry arches subjected to settlement damage	154
Increase in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge Control	154
Interactive limit analysis of drawn masonry arches subjected to horizontal accelerations	152
Fe model predicting the increase in seismic resistance induced by the progressive FRP strengthening on already damaged masonry arches subjected to settlement	150
Interactive MatlAB-CAD limit analysis of horizontally loaded masonry arches	150
Finite Hinge Stiffness and its Effect on the Capacity of a Dry-Stack Masonry Arch Subjected to Hinge Control	146
Reinforced stability-based design: a theoretical introduction through a mechanically reinforced masonry arch	144
Diagram based assessment strategy for first-order analysis of masonry arches	140
Irrecoverable Collapse Time for a Fixed-Hinge Dry-Stack Arch Under Constant Horizontal Acceleration	138
Simplified measurement technique for rigid-body deformations of two masonry blocks	127
Non-linear dynamic behaviour of a masonry arch subjected to hinge control	100
Totale	2.024

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2020/2021	42	0	0	0	0	0	0	0	0	0	12	10	20
2021/2022	104	2	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	768	158	143	40	45	42	41	134	52	41	72	0	0
Totale													2.024

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