D'ARENZO, GIUSEPPE
 Distribuzione geografica
Continente #
NA - Nord America 1.769
EU - Europa 789
AS - Asia 588
SA - Sud America 167
AF - Africa 19
OC - Oceania 7
Continente sconosciuto - Info sul continente non disponibili 2
Totale 3.341
Nazione #
US - Stati Uniti d'America 1.730
SG - Singapore 236
IT - Italia 188
IE - Irlanda 176
BR - Brasile 132
CN - Cina 121
GB - Regno Unito 106
HK - Hong Kong 94
DE - Germania 88
UA - Ucraina 46
VN - Vietnam 39
CH - Svizzera 27
IN - India 27
CA - Canada 26
FI - Finlandia 25
FR - Francia 23
SE - Svezia 18
TR - Turchia 18
NL - Olanda 16
CZ - Repubblica Ceca 14
AR - Argentina 12
MX - Messico 10
PL - Polonia 10
DK - Danimarca 9
IR - Iran 7
RU - Federazione Russa 7
ZA - Sudafrica 7
AU - Australia 6
BE - Belgio 6
ES - Italia 6
AE - Emirati Arabi Uniti 5
AT - Austria 5
BD - Bangladesh 5
CL - Cile 5
VE - Venezuela 5
EE - Estonia 4
EG - Egitto 4
MA - Marocco 4
BG - Bulgaria 3
BO - Bolivia 3
EC - Ecuador 3
ID - Indonesia 3
JP - Giappone 3
LT - Lituania 3
SA - Arabia Saudita 3
TW - Taiwan 3
UY - Uruguay 3
AZ - Azerbaigian 2
EU - Europa 2
IQ - Iraq 2
JO - Giordania 2
KR - Corea 2
LV - Lettonia 2
MY - Malesia 2
NO - Norvegia 2
NP - Nepal 2
PE - Perù 2
SI - Slovenia 2
SY - Repubblica araba siriana 2
UZ - Uzbekistan 2
AF - Afghanistan, Repubblica islamica di 1
AL - Albania 1
BH - Bahrain 1
CO - Colombia 1
DO - Repubblica Dominicana 1
ET - Etiopia 1
GT - Guatemala 1
HR - Croazia 1
IL - Israele 1
KE - Kenya 1
KG - Kirghizistan 1
KW - Kuwait 1
LB - Libano 1
NG - Nigeria 1
NZ - Nuova Zelanda 1
PA - Panama 1
PH - Filippine 1
PK - Pakistan 1
PY - Paraguay 1
SK - Slovacchia (Repubblica Slovacca) 1
TN - Tunisia 1
Totale 3.341
Città #
Dallas 799
Dublin 174
Singapore 122
Ashburn 121
Chandler 120
San Jose 117
Hong Kong 94
London 81
Beijing 48
Jacksonville 46
The Dalles 42
Boardman 41
Chicago 36
Munich 30
Santa Clara 30
Zurich 20
Helsinki 18
Milan 18
Ho Chi Minh City 15
Los Angeles 14
Naples 14
Palermo 14
Frankfurt am Main 13
Hillsboro 12
Princeton 12
Toronto 12
Brno 11
Catania 11
Hanoi 10
Düsseldorf 9
Kocaeli 9
New York 9
Assago 8
Chennai 8
Falkenstein 8
Mexico City 8
Wilmington 8
Amsterdam 7
Ann Arbor 7
São Paulo 7
Warsaw 7
Bologna 6
Brussels 6
Columbus 6
Manchester 6
Turku 6
Istanbul 5
Limatola 5
San Mateo 5
Santiago 5
Brooklyn 4
Campinas 4
Council Bluffs 4
Dübendorf 4
Leawood 4
Orem 4
Pieve di Soligo 4
Piscataway 4
Reston 4
Tallinn 4
Andover 3
Basingstoke 3
Belo Horizonte 3
Calgary 3
Contagem 3
Copenhagen 3
Curitiba 3
Dubai 3
Florence 3
Limburg an der Lahn 3
Limeira 3
Montevideo 3
North Bergen 3
Olomouc 3
San Francisco 3
Seattle 3
Sofia 3
Tokyo 3
Venice 3
Verona 3
Waterloo 3
Ahmedabad 2
Al Mansurah 2
Alcamo 2
Ardabil 2
Atlanta 2
Augusta 2
Baku 2
Bangalore 2
Betim 2
Biên Hòa 2
Boston 2
Brasília 2
Brisbane 2
Buffalo 2
Cape Town 2
Caracas 2
Caruaru 2
Champigny-sur-Marne 2
Changsha 2
Totale 2.381
Nome #
Evaluation of the mechanical properties of the concrete columns confined with FRP and FRCM systems in compression 197
An innovative shear-tension angle bracket for Cross-Laminated Timber structures: Experimental tests and numerical modelling 157
Retrofitting of existing tunnels with concrete lining: a preliminary experimental investigation 130
Influence of traffic-induced vibrations on a rapid repairing material for bridge decks 128
INFLUENCE OF PERPENDICULAR WALLS ON THE LATERAL STIFFNESS OF CLT SHEAR WALLS 125
Il sistema costruttivo Cross-Laminated Timber (CLT) e le attività sperimentali condotte presso il Centro di Ricerca L.E.D.A. 122
Mechanical characterization of an innovative wall-to-floor connection for Cross-Laminated Timber structures 120
CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling 111
On the Use of CLT Infills to Improve the Lateral Performance of RC Frames 110
Design implications for Cross-Laminated Timber shear walls connected to perpendicular walls 110
Tensile Behaviour of an Innovative Angle Bracket for CLT Structures 108
Experimental investigation on the lateral performance of CLT shear walls connected to perpendicular walls 107
Analysis of different numerical modelling strategies of multi-storey CLT shear walls 102
In-plane elastic flexibility of cross laminated timber floor diaphragms 102
Effect of the Structural Interactions in Multi-Story CLT Shear Walls 98
FRP-Confined Concrete Columns: A New Procedure for Evaluating the Performance of Square and Circular Sections 98
Investigating the effect of perpendicular walls on the lateral behaviour of Cross-Laminated Timber shear walls 96
An innovative procedure to mechanical characterization of repairing materials under vehicle-induced vibrations 88
EXPERIMENTAL CHARACTERISATION OF GLULAM SHEAR WALLS UNDER LATERAL CYCLIC LOADING 84
Experimental characterization of CLT shear walls connected to perpendicular walls 75
Ductility of nailed connections in relation to the failure mechanisms 72
Rigid or flexible? A numerical investigation on the in-plane behaviour of CLT floor diaphragms 70
High-Performance Connections 70
Experimental characterization of a biaxial behaviour connector for CLT wall-to-floor connections under different load directions 63
Influence of perpendicular wall interactions on the lateral behaviour of multi-storey cross-laminated timber structures: An analytical and numerical study 55
Investigating the effect of the structural interactions due to floors and lintels on the lateral response of multi-storey Cross-Laminated Timber shear walls 54
Seismic Protection Technologies 53
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling 46
Influence of perpendicular wall interactions on the lateral behaviour of multi-storey cross-laminated timber structures: An analytical and numerical study 45
Lateral-Load-Resisting Systems (LLRSs) in Taller Timber Buildings 44
An elastic model for the prediction of the lateral response of Cross-Laminated Timber shear walls with openings 44
The effect of the floor-wall interaction on the post-elastic rocking behaviour of segmented CLT shear walls 43
The effect of the floor-to-wall interaction on the rocking stiffness of segmented CLT shear-walls 43
A methodology to determine the seismic low-cycle fatigue strength of timber connections 43
A DESIGN MODEL FOR CROSS-LAMINATED TIMBER SHEAR WALLS WITH SINGLE CUT-OUT DOOR OPENINGS 42
INVESTIGATING THE EFFECTS OF THE INTERACTIONS BETWEEN FLOOR DIAPHRAGMS AND SEGMENTED CROSS-LAMINATED TIMBER SHEAR WALLS 41
An analytical matrix approach for the prediction of the elastic lateral displacements of CLT platform-type lateral load resisting systems 39
Erdbebensicherheit mehrgeschossiger Holz- und Mauerwerksbauten – Auswirkungen nationaler Regeln auf die Baupraxis/Earthquake resistance of multi-story timber and masonry buildings – effects of national rules on construction practice 38
Characterisation of the rigid diaphragm conditions for cross laminated timber floors 37
EFFECT OF THE STRUCTURAL INTERACTIONS IN MULTI-STOREY CLT SHEAR WALLS 36
Cyclic behaviour of Glulam, LVL and GLVL shear walls and their base connections 34
Modification factors for predicting the mechanical properties of light-frame timber shear walls for nonlinear static analyses 34
A Proposal for Evaluating the Lateral Displacements of Multi-Storey CLT Lateral Load Resisting Systems 30
HOLISTIC DESIGN OF TALLER TIMBER BUILDINGS – COST ACTION HELEN (CA20139) 28
Investigating the in-plane rigid diaphragm conditions of Cross-Laminated Timber floors for seismic design 27
Multilinear load-displacement relationship of LFT shearwalls based on code regulations 25
Shake table testing of a pre and post-retrofitted unreinforced masonry structure: Preliminary experimental and numerical results 3
Totale 3.427
Categoria #
all - tutte 15.130
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 15.130


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202124 0 0 0 0 0 0 0 0 0 0 14 10
2021/2022100 0 0 5 17 0 2 1 9 9 11 11 35
2022/2023260 26 29 12 37 16 40 2 28 29 8 27 6
2023/2024427 23 40 41 34 69 33 68 21 12 17 10 59
2024/2025601 23 26 33 13 39 73 69 47 77 93 62 46
2025/20261.855 77 226 672 156 106 70 146 145 112 134 11 0
Totale 3.427