statistiche ricercatore

Continente	#
NA - Nord America	1.213
EU - Europa	479
AS - Asia	373
SA - Sud America	69
AF - Africa	25
Continente sconosciuto - Info sul continente non disponibili	24
OC - Oceania	3
Totale	2.186

Nazione	#
US - Stati Uniti d'America	1.174
RU - Federazione Russa	204
IT - Italia	143
SG - Singapore	127
CN - Cina	84
BR - Brasile	54
VN - Vietnam	35
FR - Francia	29
CA - Canada	27
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
EE - Estonia	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
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	2.163

Nome	#
Kinematic collapse load calculator: Circular arches	299
Increase in seismic resistance for a dry joint masonry arch subjected to hinge control	203
Increase in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge Control	171
Interactive limit analysis of drawn masonry arches subjected to horizontal accelerations	163
FE model predicting the load carrying capacity of progressive FRP strengthening of masonry arches subjected to settlement damage	162
Interactive MatlAB-CAD limit analysis of horizontally loaded masonry arches	162
Fe model predicting the increase in seismic resistance induced by the progressive FRP strengthening on already damaged masonry arches subjected to settlement	160
Finite Hinge Stiffness and its Effect on the Capacity of a Dry-Stack Masonry Arch Subjected to Hinge Control	156
Reinforced stability-based design: a theoretical introduction through a mechanically reinforced masonry arch	155
Diagram based assessment strategy for first-order analysis of masonry arches	149
Simplified measurement technique for rigid-body deformations of two masonry blocks	148
Irrecoverable Collapse Time for a Fixed-Hinge Dry-Stack Arch Under Constant Horizontal Acceleration	148
Non-linear dynamic behaviour of a masonry arch subjected to hinge control	110
Totale	2.186

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2021/2022	79	0	0	0	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	85	19	22	31	13	0	0	0	0	0	0	0	0
Totale													2.186

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