statistiche ricercatore

Continente	#
NA - Nord America	656
AS - Asia	393
EU - Europa	230
SA - Sud America	66
Continente sconosciuto - Info sul continente non disponibili	27
OC - Oceania	6
AF - Africa	5
Totale	1.383

Nazione	#
US - Stati Uniti d'America	629
SG - Singapore	166
VN - Vietnam	82
IT - Italia	80
CN - Cina	59
BR - Brasile	54
RU - Federazione Russa	44
CA - Canada	18
GB - Regno Unito	18
KR - Corea	17
BD - Bangladesh	15
HK - Hong Kong	13
DE - Germania	12
FR - Francia	11
DK - Danimarca	8
NL - Olanda	8
TR - Turchia	8
FI - Finlandia	7
IN - India	7
LV - Lettonia	7
AU - Australia	6
MX - Messico	6
SE - Svezia	6
JP - Giappone	5
AR - Argentina	4
BE - Belgio	4
ID - Indonesia	4
PL - Polonia	4
PT - Portogallo	4
UA - Ucraina	4
EC - Ecuador	3
IE - Irlanda	3
PK - Pakistan	3
AE - Emirati Arabi Uniti	2
CL - Cile	2
IQ - Iraq	2
MA - Marocco	2
MY - Malesia	2
NO - Norvegia	2
PE - Perù	2
AZ - Azerbaigian	1
BG - Bulgaria	1
CH - Svizzera	1
CO - Colombia	1
CR - Costa Rica	1
DZ - Algeria	1
EE - Estonia	1
EG - Egitto	1
ES - Italia	1
GR - Grecia	1
JM - Giamaica	1
KW - Kuwait	1
LK - Sri Lanka	1
LT - Lituania	1
NP - Nepal	1
PH - Filippine	1
RO - Romania	1
SA - Arabia Saudita	1
SK - Slovacchia (Repubblica Slovacca)	1
SV - El Salvador	1
SY - Repubblica araba siriana	1
TW - Taiwan	1
ZA - Sudafrica	1
Totale	1.356

Nome	#
A Review of the State-of-the-Art International Guidelines for Seismic Design of Timber Structures	335
The new provisions for the seismic design of timber buildings in Europe	200
Seismic Design of a CLT Multi-Storey Building in Different Ductility Classes	131
Simplified Strategies for the Numerical Modelling of CLT Buildings Subjected to Lateral Loads	122
Aleatoric and epistemic uncertainty in the overstrength of CLT-to-CLT screwed connections	89
Verification of the Behaviour Factors Proposed in the Second Generation of Eurocode 8 for Cross-Laminated Timber Buildings	83
Una proposta di revisione del Capitolo 8 sulle strutture di legno dell’Eurocodice 8	76
The New Version of Chapter 8 of Eurocode 8	74
Reliability-Based Assessment of LTF and CLT Shear Walls under In-Plane Seismic Loading Using a Modified Bouc-Wen Hysteresis Model	64
The role of the hold-down in the capacity model of LTF and CLT shear walls based on the experimental lateral response	63
Dynamic Characterization of Timber Floor Subassemblies: Sensitivity Analysis and Modeling Issues	57
Dynamic identification and model updating of an eight-storey CLT building	55
Buckling capacity model for timber screws loaded in compression: Experimental, analytical and FE investigations	34
Totale	1.383

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2021/2022	33	0	1	12	0	1	0	0	6	0	0	11	2
2022/2023	18	1	3	0	2	0	4	0	2	2	1	3	0
2023/2024	83	1	3	0	1	3	10	8	6	3	5	17	26
2024/2025	261	3	5	18	38	17	26	4	6	38	42	27	37
2025/2026	692	43	48	55	107	128	42	118	16	36	49	17	33
2026/2027	220	40	180	0	0	0	0	0	0	0	0	0	0
Totale													1.383