CRIS Current Research Information System

POZZA, LUCA
 Distribuzione geografica
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Continente #
AS - Asia 2.810
NA - Nord America 2.418
EU - Europa 2.294
SA - Sud America 215
AF - Africa 207
OC - Oceania 92
Continente sconosciuto - Info sul continente non disponibili 2
Totale 8.038
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Nazione #
US - Stati Uniti d'America 2.363
SG - Singapore 927
CN - Cina 900
IT - Italia 685
DE - Germania 492
VN - Vietnam 338
GB - Regno Unito 306
HK - Hong Kong 219
IN - India 176
TG - Togo 151
BR - Brasile 140
RU - Federazione Russa 127
SE - Svezia 126
FR - Francia 117
IE - Irlanda 104
AU - Australia 85
NL - Olanda 79
KR - Corea 68
FI - Finlandia 44
PL - Polonia 42
CA - Canada 35
JP - Giappone 32
AR - Argentina 28
BG - Bulgaria 27
CH - Svizzera 25
IR - Iran 25
ID - Indonesia 19
BE - Belgio 18
ZA - Sudafrica 18
EC - Ecuador 17
CI - Costa d'Avorio 16
ES - Italia 16
SC - Seychelles 16
CL - Cile 15
UA - Ucraina 15
TR - Turchia 14
AT - Austria 13
HR - Croazia 13
MX - Messico 13
JO - Giordania 12
NP - Nepal 12
EE - Estonia 11
MY - Malesia 10
BD - Bangladesh 9
PH - Filippine 8
DK - Danimarca 7
TH - Thailandia 7
TW - Taiwan 7
IQ - Iraq 6
NZ - Nuova Zelanda 6
PK - Pakistan 5
SI - Slovenia 5
CO - Colombia 4
GR - Grecia 4
LT - Lituania 4
UZ - Uzbekistan 4
VE - Venezuela 4
AE - Emirati Arabi Uniti 3
MD - Moldavia 3
PY - Paraguay 3
EG - Egitto 2
HU - Ungheria 2
KE - Kenya 2
LA - Repubblica Popolare Democratica del Laos 2
PE - Perù 2
PT - Portogallo 2
RO - Romania 2
UY - Uruguay 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
AZ - Azerbaigian 1
BH - Bahrain 1
BY - Bielorussia 1
CY - Cipro 1
CZ - Repubblica Ceca 1
DO - Repubblica Dominicana 1
EU - Europa 1
JM - Giamaica 1
KG - Kirghizistan 1
KI - Kiribati 1
LB - Libano 1
MA - Marocco 1
MK - Macedonia 1
MO - Macao, regione amministrativa speciale della Cina 1
NG - Nigeria 1
NI - Nicaragua 1
PA - Panama 1
PR - Porto Rico 1
RS - Serbia 1
SK - Slovacchia (Repubblica Slovacca) 1
SV - El Salvador 1
TT - Trinidad e Tobago 1
Totale 8.038
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Città #
Singapore 569
Santa Clara 394
Southend 263
Hong Kong 213
Frankfurt am Main 187
Chandler 170
Lomé 151
Princeton 150
Ashburn 145
Beijing 128
Fairfield 108
Hefei 105
Dublin 102
Ho Chi Minh City 99
Boardman 90
Houston 89
Wilmington 89
Dong Ket 72
Berlin 70
Bologna 67
Toowoomba 62
Westminster 59
Seoul 57
Dallas 55
Los Angeles 53
Seattle 47
Des Moines 45
Hanoi 45
Milan 42
Woodbridge 41
Cambridge 37
Medford 36
Buffalo 35
Redondo Beach 35
Padova 31
Helsinki 28
Sofia 27
Redmond 26
Jinan 25
Rome 25
Guangzhou 24
Ann Arbor 22
Concordia sulla Secchia 22
Shanghai 22
Nanjing 21
Munich 20
Tokyo 20
Shenyang 19
Olalla 18
Warsaw 17
Abidjan 16
Gainesville 15
Zurich 14
Council Bluffs 13
Ghent 13
San Diego 13
Yubileyny 13
Zhengzhou 13
Amman 12
Melbourne 12
Tianjin 12
Bengaluru 11
Changsha 11
Chicago 11
New York 11
Brooklyn 10
Kathmandu 10
Santiago 10
Trento 10
Wuhan 10
Falkenstein 9
Forlì 9
Hangzhou 9
Jakarta 9
Naples 9
Phoenix 9
Saint Petersburg 9
São Paulo 9
Turin 9
Turku 9
Denver 8
Florence 8
Montreal 8
Ningbo 8
Padua 8
Quito 8
Stockholm 8
Taiyuan 8
The Dalles 8
Venice 8
Vienna 8
Amsterdam 7
Bangkok 7
Bern 7
Da Nang 7
Haiphong 7
Kuala Lumpur 7
Kyoto 7
Taizhou 7
Xi'an 7
Totale 4.758
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Nome #
Procedures for seismic characterization of traditional and modern wooden building types 216
Coupled shear-tension numerical model for modelling of CLT connections 213
Proposal for a standardized design and modeling procedure of tall CLT buildings 189
Wood-based solutions to improve quality and safety against seismic events in conservation of historical buildings 186
An innovative technique for the local reinforcement of steel-to-CLT nailed joints 177
Axial – Shear interaction on CLT hold-down connections – Experimental investigation 175
Role of fastenings in modifying the hysteretic response of panel-to-panel joints for CLT structures 163
EXPERIMENTAL CYCLIC TESTS ON CLT HOLD-DOWN CONNECTIONS SUBJECTED TO A COMBINATION OF SHEAR AND TENSION 152
Robustness Analysis of Historical Timber Roofs: A Case Study of the Gaggiandre Shipyard at the Arsenale of Venice 141
Numerical study of alternative seismic-resisting systems for CLT buildings 135
Angle bracket connections for CLT structures: Experimental characterization and numerical modelling 133
Numerical assessment of an innovative rc-framed skin for seismic retrofit intervention on existing buildings 132
Dispositivo per l’accoppiamento di pareti e struttura comprendente tale dispositivo 130
CLT used as seismic strengthener for existing masonry walls 129
Coupled axial-shear numerical model for CLT connections 127
Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings 124
Experimental characterization of monotonic and cyclic behavior of steel-to-CLT nailed joints strengthened with composite plies 122
Innovative experimental setup for N-V coupled tests on masonry panels: concept and predictive numerical simulations 121
Multidisciplinary Performance Assessment of an Eco-Sustainable RC-Framed Skin for the Integrated Upgrading of Existing Buildings 120
Setup sperimentale innovativo per prove accoppiate di taglio-compressione su pannelli murari 117
Experimental campaign of mechanical CLT connections subjected to a combination of shear and tension forces 116
Capacity design of traditional and innovative ductile connections for earthquake-resistant CLT structures 111
Determination of the fundamental period of CLT buildings via incremental elastic-non linear dynamic analyses 108
Capacity design of typical earthquake-resistant connections for CLT structures 105
WALL BASE STRUCTURE FOR LIGHT BUILDINGS 105
Shear-Compression Test on Masonry Walls with an Innovative Experimental Setup 102
Earthquake-resistant CLT buildings stiffened with vertical steel ties 99
Seismic risk assessment of a new RC-framed skin technology for integrated retrofitting interventions on existing buildings 97
Light steel-timber frame with composite and plaster bracing panels 97
Influence of the rocking behavior of shearwalls on the fundamental period of CLT structures 96
Valutazione numerica del comportamento sismico e del fattore di struttura “q” di edifici in legno con pareti tipo XLam 94
Strategies for structural modelling of CLT panels under cyclic loading conditions 90
Seismic capacity of irregular unreinforced masonry buildings with timber floors 90
Prove sperimentali monotone e cicliche su pareti realizzate con un sistema ibrido legno-calcestruzzo 88
Dissipative CLT-Based Seismic Upgrading System for RC-Framed Structures: Experimental Characterization, Numerical Modelling, and Design Guidelines 87
Cyclic response of CLT Post-Tensioned Walls: Experimental and numerical investigation 87
Seismic behaviour of wood-concrete frame shearwall system and comparison with code provisions 85
Analytical formulation based on extensive numerical simulations of behavior factor q for CLT buildings 85
CLT buildings laterally braced with core and perimeter walls 85
Experimental and Numerical Analyses of New Massive Wooden Shear-Wall Systems 83
Concrete-Plated Wooden Shear Walls: Structural Details, Testing, and Seismic Characterization 83
Macro-element modelling of a dissipative connection for CLT structures 81
A dissipative connector for CLT buildings: Concept, design and testing 80
Post-tensioned low damage CLT walls with replaceable hysteretic devices - Concept, experimental and numerical characterization 78
Nuova tecnologia per la riduzione del rischio sismico: le pareti in CLT post tese a basso danneggiamento 78
Edifici multipiano con struttura portante in pannelli CLT: tecnologie realizzative e strategie di progettazione 78
Enhanced N-V interaction domains for the design of CLT shear wall based on coupled connections models 77
Capacity design of CLT structures with traditional or innovative seismic-resistant brackets 76
A study about optimal stiffening of timber floors in URM buildings 76
Seismic response of a platform-frame system with steel columns 75
Effetti del consolidamento dei solai lignei sulla risposta sismica di edifici in muratura 74
Behaviour factor for innovative massive timber shear walls 74
An analytical formulation of q-factor for mid-rise CLT buildings based on parametric numerical analyses 73
Experimentally based q-factor estimation of cross-laminated timber walls 73
Full scale test on reinforced concrete elements of an existing bridge: on-site investigation and laboratory testing design 72
A new dissipative connection for CLT buildings 72
Seismic analysis of multi-storey timber buildings braced with a CLT core and perimeter shear-walls 72
Design and testing of a dissipative connection for XLam buildings 71
EXPERIMENTAL AND ANALYTICAL ANALYSIS OF TIMBER CONNECTIONS WITH INTERPOSED ACOUSTIC RESILIENT STRIP 69
Non-linear time history analyses of unreinforced masonry building with in-plane stiffened timber floors 69
In-plane strengthening of masonry buildings with timber panels 69
Dissipative connections for squat or scarcely jointed CLT buildings. Experimental tests and numerical validation 68
Experimental and numerical analyses of a new RC-framed skin system for integrated seismic retrofitting intervention on existing buildings 66
Engineered aluminium beams for anchoring timber buildings to foundation 65
Effects of design criteria on an experimentally-based evaluation of the behaviour factor of novel massive wooden shear walls 64
Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors 63
Structural characterization of multi-storey CLT buildings braced with cores and additional shear walls 63
Structural characterization of multi-storey buildings with CLT cores 63
Seismic design of floor–wall joints of multi-storey CLT buildings to comply with regularity in elevation 63
Characterisation of the rigid diaphragm conditions for cross laminated timber floors 62
Numerical simulation of the coupled tension-shear response of an innovative dissipative connection for CLT buildings 62
Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 62
Design of a “mass-timber” building with different seismic bracing technologies 62
A sustainable RC-framed skin for integrated seismic retrofit intervention on existing buildings: experimental and numerical characterization 60
Seismic characterization of steel-timber shear walls with innovative bracing system 60
Numerical analyses of high- and medium-rise CLT buildings braced with cores and additional shear walls 59
Seismic design of CLT buildings: Definition of the suitable qfactor by numerical and experimental procedures 58
MODAL IDENTIFICATION AND MODEL UPDATING OF AN INNOVATIVE AUTOMATIC SELF-SUPPORTING TIMBER WAREHOUSE: THE CASE STUDY OF ROTHOBLAAS HEADQUARTERS EXPANSION 57
Effects of in-plane strengthening of timber floors in the seismic response of existing masonry buildings 56
Influence of wall assembly on behaviour of cross-laminated timber buildings 56
Timber-concrete composite connections using GFRP notches fastened with self-tapping screws: Conceiving, numerical modelling and testing 56
Dynamic simulation of an irregular masonry building with different rehabilitation methods applied to timber floors 55
On the anchoring of timber walls to foundations: Available strategies to prevent wood deterioration and on-site installation problems 54
Caratterizzazione sismica di una parete di taglio in acciaio-legno con innovativo sistema di controventamento 53
Proposal of an Analytical-Experimental Procedure for Determining the q-Factor of Timber Building Systems 52
PHENOMENOLOGICAL MODEL FOR SEISMIC DESIGN OF MULTI-STOREY CLT BUILDINGS: CALIBRATION OF INPUT PARAMETERS 49
On site investigations and laboratory testing on full scale elements for the characterization of an existing RC bridge 47
SEISMIC CONNECTIONS FOR CLT STRUCTURES WITH TUBULAR ELEMENTS AND UNCOUPLED TENSION-SHEAR INTERACTION 46
An interpretation of the new guidelines multilevel approach for a railway bridge 44
Soluzione innovativa per prevenire il deterioramento delle pareti in legno all'attacco con la fondazione 42
STRENGTH CHARACTERIZATION OF OVERLAPPED TIMBER SCREWS 37
A Proposal for Determining the In-Plane Rigid Diaphragm Conditions of Cross Laminated Timber Floors Under Seismic Loads. 34
A finite element model of CLT panel and friction dampers for seismic upgrading of RC structures. 28
Evolution of earthquake-resistant proprietary clt connections: a multi-parametric numerical analysis to assess the effect on building seismic response. 18
Totale 8.266
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Categoria #
all - tutte 27.029
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 27.029
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021478 0 0 0 0 0 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
2024/20252.297 76 292 246 120 551 138 228 53 65 84 132 312
2025/20261.954 231 377 433 223 465 225 0 0 0 0 0 0
Totale 8.266