CRIS Current Research Information System

POZZA, LUCA
 Distribuzione geografica
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Continente #
NA - Nord America 2.002
EU - Europa 1.734
AS - Asia 1.094
AF - Africa 175
OC - Oceania 78
SA - Sud America 20
Continente sconosciuto - Info sul continente non disponibili 2
Totale 5.105
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Nazione #
US - Stati Uniti d'America 1.986
IT - Italia 486
DE - Germania 423
CN - Cina 403
SG - Singapore 310
GB - Regno Unito 282
TG - Togo 151
IN - India 149
VN - Vietnam 126
SE - Svezia 116
IE - Irlanda 104
FR - Francia 89
AU - Australia 77
RU - Federazione Russa 50
BG - Bulgaria 27
CH - Svizzera 25
IR - Iran 24
FI - Finlandia 23
NL - Olanda 19
BE - Belgio 17
CA - Canada 16
ZA - Sudafrica 14
UA - Ucraina 13
EE - Estonia 11
HR - Croazia 11
JO - Giordania 11
CL - Cile 10
PL - Polonia 10
ID - Indonesia 8
CI - Costa d'Avorio 7
DK - Danimarca 7
KR - Corea 7
TH - Thailandia 7
TR - Turchia 7
MY - Malesia 6
PH - Filippine 6
HK - Hong Kong 5
JP - Giappone 5
BD - Bangladesh 4
EC - Ecuador 4
ES - Italia 4
AT - Austria 3
BR - Brasile 3
IQ - Iraq 3
MD - Moldavia 3
PK - Pakistan 3
AE - Emirati Arabi Uniti 2
EG - Egitto 2
GR - Grecia 2
HU - Ungheria 2
LA - Repubblica Popolare Democratica del Laos 2
RO - Romania 2
UY - Uruguay 2
UZ - Uzbekistan 2
A2 - ???statistics.table.value.countryCode.A2??? 1
BH - Bahrain 1
CO - Colombia 1
CY - Cipro 1
CZ - Repubblica Ceca 1
EU - Europa 1
LB - Libano 1
LT - Lituania 1
MK - Macedonia 1
NZ - Nuova Zelanda 1
RS - Serbia 1
SC - Seychelles 1
SK - Slovacchia (Repubblica Slovacca) 1
TW - Taiwan 1
Totale 5.105
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Città #
Santa Clara 387
Singapore 271
Southend 263
Chandler 170
Frankfurt am Main 156
Lomé 151
Princeton 150
Fairfield 108
Dublin 102
Ashburn 100
Boardman 90
Wilmington 89
Houston 87
Dong Ket 72
Berlin 70
Toowoomba 59
Westminster 59
Des Moines 43
Seattle 43
Woodbridge 41
Bologna 39
Cambridge 37
Medford 36
Sofia 27
Padova 26
Redmond 26
Milan 25
Jinan 23
Ann Arbor 22
Concordia sulla Secchia 22
Helsinki 18
Nanjing 18
Olalla 18
Shenyang 17
Beijing 16
Rome 16
Gainesville 15
Zurich 14
Ghent 13
San Diego 13
Amman 11
Melbourne 11
Guangzhou 10
Shanghai 10
Hangzhou 9
Saint Petersburg 9
Tianjin 9
Turin 9
Changsha 8
Forlì 8
Jakarta 8
Trento 8
Zhengzhou 8
Abidjan 7
Bangkok 7
Bern 7
Los Angeles 7
Santiago 7
Taizhou 7
Hebei 6
Jiaxing 6
Kochi 6
Naples 6
Ningbo 6
San Giorgio di Nogaro 6
Taiyuan 6
Wuhan 6
Arezzo 5
Bühl 5
Karlsruhe 5
Kuala Lumpur 5
Redwood City 5
Salerno 5
Venice 5
Bassano Del Grappa 4
Budrio 4
Central 4
Cesena 4
Chicago 4
Dallas 4
Gualtieri 4
Lappeenranta 4
Medesano 4
Montreal 4
Nanchang 4
Norwalk 4
Ravenna 4
Reggio Emilia 4
Tokyo 4
Vancouver 4
Amsterdam 3
Argelato 3
Atlanta 3
Bassano del Grappa 3
Boscoreale 3
Deakin 3
Dearborn 3
Edineţ 3
Fuzhou 3
Harbin 3
Totale 3.289
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Nome #
Coupled shear-tension numerical model for modelling of CLT connections 188
Procedures for seismic characterization of traditional and modern wooden building types 152
Proposal for a standardized design and modeling procedure of tall CLT buildings 138
Axial – Shear interaction on CLT hold-down connections – Experimental investigation 129
EXPERIMENTAL CYCLIC TESTS ON CLT HOLD-DOWN CONNECTIONS SUBJECTED TO A COMBINATION OF SHEAR AND TENSION 112
Wood-based solutions to improve quality and safety against seismic events in conservation of historical buildings 112
Numerical study of alternative seismic-resisting systems for CLT buildings 110
Angle bracket connections for CLT structures: Experimental characterization and numerical modelling 110
Numerical assessment of an innovative rc-framed skin for seismic retrofit intervention on existing buildings 109
Coupled axial-shear numerical model for CLT connections 108
Dispositivo per l’accoppiamento di pareti e struttura comprendente tale dispositivo 103
Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings 99
Innovative experimental setup for N-V coupled tests on masonry panels: concept and predictive numerical simulations 96
CLT used as seismic strengthener for existing masonry walls 95
Experimental characterization of monotonic and cyclic behavior of steel-to-CLT nailed joints strengthened with composite plies 93
Experimental campaign of mechanical CLT connections subjected to a combination of shear and tension forces 91
Capacity design of traditional and innovative ductile connections for earthquake-resistant CLT structures 89
WALL BASE STRUCTURE FOR LIGHT BUILDINGS 85
Setup sperimentale innovativo per prove accoppiate di taglio-compressione su pannelli murari 79
Multidisciplinary Performance Assessment of an Eco-Sustainable RC-Framed Skin for the Integrated Upgrading of Existing Buildings 79
Influence of the rocking behavior of shearwalls on the fundamental period of CLT structures 76
Determination of the fundamental period of CLT buildings via incremental elastic-non linear dynamic analyses 73
Earthquake-resistant CLT buildings stiffened with vertical steel ties 73
Capacity design of typical earthquake-resistant connections for CLT structures 72
Light steel-timber frame with composite and plaster bracing panels 69
An innovative technique for the local reinforcement of steel-to-CLT nailed joints 69
Analytical formulation based on extensive numerical simulations of behavior factor q for CLT buildings 67
Concrete-Plated Wooden Shear Walls: Structural Details, Testing, and Seismic Characterization 66
Experimental and Numerical Analyses of New Massive Wooden Shear-Wall Systems 64
Valutazione numerica del comportamento sismico e del fattore di struttura “q” di edifici in legno con pareti tipo XLam 63
Macro-element modelling of a dissipative connection for CLT structures 63
Seismic capacity of irregular unreinforced masonry buildings with timber floors 62
A study about optimal stiffening of timber floors in URM buildings 61
CLT buildings laterally braced with core and perimeter walls 61
A dissipative connector for CLT buildings: Concept, design and testing 60
Nuova tecnologia per la riduzione del rischio sismico: le pareti in CLT post tese a basso danneggiamento 59
Strategies for structural modelling of CLT panels under cyclic loading conditions 58
Effetti del consolidamento dei solai lignei sulla risposta sismica di edifici in muratura 58
Prove sperimentali monotone e cicliche su pareti realizzate con un sistema ibrido legno-calcestruzzo 57
An analytical formulation of q-factor for mid-rise CLT buildings based on parametric numerical analyses 57
Seismic behaviour of wood-concrete frame shearwall system and comparison with code provisions 56
Behaviour factor for innovative massive timber shear walls 56
A new dissipative connection for CLT buildings 54
Non-linear time history analyses of unreinforced masonry building with in-plane stiffened timber floors 52
Seismic response of a platform-frame system with steel columns 52
Cyclic response of CLT Post-Tensioned Walls: Experimental and numerical investigation 52
Design and testing of a dissipative connection for XLam buildings 51
Capacity design of CLT structures with traditional or innovative seismic-resistant brackets 51
Effects of design criteria on an experimentally-based evaluation of the behaviour factor of novel massive wooden shear walls 51
Experimentally based q-factor estimation of cross-laminated timber walls 51
Dissipative connections for squat or scarcely jointed CLT buildings. Experimental tests and numerical validation 50
In-plane strengthening of masonry buildings with timber panels 49
Post-tensioned low damage CLT walls with replaceable hysteretic devices - Concept, experimental and numerical characterization 49
Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors 48
Enhanced N-V interaction domains for the design of CLT shear wall based on coupled connections models 47
Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 46
Seismic analysis of multi-storey timber buildings braced with a CLT core and perimeter shear-walls 46
Edifici multipiano con struttura portante in pannelli CLT: tecnologie realizzative e strategie di progettazione 46
Robustness Analysis of Historical Timber Roofs: A Case Study of the Gaggiandre Shipyard at the Arsenale of Venice 44
Numerical simulation of the coupled tension-shear response of an innovative dissipative connection for CLT buildings 43
Engineered aluminium beams for anchoring timber buildings to foundation 43
Numerical analyses of high- and medium-rise CLT buildings braced with cores and additional shear walls 42
Dynamic simulation of an irregular masonry building with different rehabilitation methods applied to timber floors 42
Structural characterization of multi-storey buildings with CLT cores 42
Seismic design of CLT buildings: Definition of the suitable qfactor by numerical and experimental procedures 41
Structural characterization of multi-storey CLT buildings braced with cores and additional shear walls 41
Design of a “mass-timber” building with different seismic bracing technologies 40
Effects of in-plane strengthening of timber floors in the seismic response of existing masonry buildings 40
On the anchoring of timber walls to foundations: Available strategies to prevent wood deterioration and on-site installation problems 39
Role of fastenings in modifying the hysteretic response of panel-to-panel joints for CLT structures 38
Timber-concrete composite connections using GFRP notches fastened with self-tapping screws: Conceiving, numerical modelling and testing 38
Seismic characterization of steel-timber shear walls with innovative bracing system 37
Influence of wall assembly on behaviour of cross-laminated timber buildings 36
Proposal of an Analytical-Experimental Procedure for Determining the q-Factor of Timber Building Systems 35
Seismic design of floor–wall joints of multi-storey CLT buildings to comply with regularity in elevation 35
Experimental and numerical analyses of a new RC-framed skin system for integrated seismic retrofitting intervention on existing buildings 33
Caratterizzazione sismica di una parete di taglio in acciaio-legno con innovativo sistema di controventamento 33
EXPERIMENTAL AND ANALYTICAL ANALYSIS OF TIMBER CONNECTIONS WITH INTERPOSED ACOUSTIC RESILIENT STRIP 30
Soluzione innovativa per prevenire il deterioramento delle pareti in legno all'attacco con la fondazione 26
A sustainable RC-framed skin for integrated seismic retrofit intervention on existing buildings: experimental and numerical characterization 23
Seismic risk assessment of a new RC-framed skin technology for integrated retrofitting interventions on existing buildings 22
MODAL IDENTIFICATION AND MODEL UPDATING OF AN INNOVATIVE AUTOMATIC SELF-SUPPORTING TIMBER WAREHOUSE: THE CASE STUDY OF ROTHOBLAAS HEADQUARTERS EXPANSION 21
SEISMIC CONNECTIONS FOR CLT STRUCTURES WITH TUBULAR ELEMENTS AND UNCOUPLED TENSION-SHEAR INTERACTION 18
PHENOMENOLOGICAL MODEL FOR SEISMIC DESIGN OF MULTI-STOREY CLT BUILDINGS: CALIBRATION OF INPUT PARAMETERS 16
Shear-Compression Test on Masonry Walls with an Innovative Experimental Setup 15
STRENGTH CHARACTERIZATION OF OVERLAPPED TIMBER SCREWS 14
Totale 5.299
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Categoria #
all - tutte 16.568
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 16.568
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020389 0 0 0 0 18 27 27 123 45 71 57 21
2020/2021676 143 20 12 6 17 6 45 37 120 30 25 215
2021/2022832 23 24 65 27 141 29 28 108 46 22 126 193
2022/20231.260 99 273 38 183 59 89 35 101 202 36 81 64
2023/2024699 25 90 26 39 36 81 126 44 47 33 95 57
2024/20251.284 76 292 246 120 550 0 0 0 0 0 0 0
Totale 5.299