CRIS Current Research Information System

POZZA, LUCA
 Distribuzione geografica
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Continente #
AS - Asia 4.093
NA - Nord America 3.425
EU - Europa 2.655
SA - Sud America 277
Continente sconosciuto - Info sul continente non disponibili 269
AF - Africa 234
OC - Oceania 117
Totale 11.070
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Nazione #
US - Stati Uniti d'America 3.311
SG - Singapore 1.102
CN - Cina 1.074
VN - Vietnam 952
IT - Italia 863
DE - Germania 508
GB - Regno Unito 323
HK - Hong Kong 265
IN - India 207
FR - Francia 203
BR - Brasile 179
TG - Togo 151
RU - Federazione Russa 128
SE - Svezia 126
AU - Australia 110
IE - Irlanda 106
NL - Olanda 96
KR - Corea 84
BD - Bangladesh 82
JP - Giappone 59
CA - Canada 55
FI - Finlandia 53
PL - Polonia 47
PH - Filippine 41
AR - Argentina 30
ZA - Sudafrica 28
BG - Bulgaria 27
CH - Svizzera 26
IR - Iran 26
MX - Messico 26
TR - Turchia 26
IQ - Iraq 25
ID - Indonesia 24
ES - Italia 23
EC - Ecuador 22
TH - Thailandia 22
CL - Cile 21
BE - Belgio 20
SC - Seychelles 19
UA - Ucraina 17
CI - Costa d'Avorio 16
AT - Austria 15
JO - Giordania 14
MY - Malesia 14
NP - Nepal 14
TW - Taiwan 14
HR - Croazia 13
PK - Pakistan 13
EE - Estonia 11
UZ - Uzbekistan 11
SI - Slovenia 8
VE - Venezuela 8
CR - Costa Rica 7
DK - Danimarca 7
GR - Grecia 6
NZ - Nuova Zelanda 6
CO - Colombia 5
LT - Lituania 5
PE - Perù 5
RO - Romania 5
HN - Honduras 4
JM - Giamaica 4
MA - Marocco 4
MD - Moldavia 4
PR - Porto Rico 4
PY - Paraguay 4
AE - Emirati Arabi Uniti 3
CZ - Repubblica Ceca 3
EG - Egitto 3
ET - Etiopia 3
KE - Kenya 3
LB - Libano 3
PS - Palestinian Territory 3
PT - Portogallo 3
SA - Arabia Saudita 3
UY - Uruguay 3
AZ - Azerbaigian 2
GT - Guatemala 2
HU - Ungheria 2
LA - Repubblica Popolare Democratica del Laos 2
LC - Santa Lucia 2
NG - Nigeria 2
NO - Norvegia 2
PA - Panama 2
SN - Senegal 2
SV - El Salvador 2
TN - Tunisia 2
TT - Trinidad e Tobago 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
BB - Barbados 1
BH - Bahrain 1
BY - Bielorussia 1
CY - Cipro 1
DO - Repubblica Dominicana 1
EU - Europa 1
GE - Georgia 1
KG - Kirghizistan 1
KI - Kiribati 1
KN - Saint Kitts e Nevis 1
Totale 10.794
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Città #
Singapore 727
Santa Clara 411
San Jose 386
Ho Chi Minh City 263
Southend 263
Ashburn 261
Hong Kong 242
Frankfurt am Main 193
Hanoi 188
Chandler 170
Lomé 151
Princeton 150
Beijing 132
Council Bluffs 119
Fairfield 108
Hefei 106
Dublin 104
Bologna 95
Boardman 92
Houston 92
Wilmington 89
Dong Ket 72
Lauterbourg 71
Los Angeles 71
Berlin 70
Dallas 62
Toowoomba 62
Milan 60
Westminster 59
Seoul 57
Seattle 47
Des Moines 45
Woodbridge 41
Buffalo 40
Haiphong 39
New York 39
Cambridge 37
Helsinki 37
Medford 36
Redondo Beach 35
Tokyo 34
Padova 31
Rome 31
Shanghai 30
Guangzhou 29
Da Nang 27
Sofia 27
Redmond 26
Jinan 25
Brisbane 24
Ann Arbor 22
Concordia sulla Secchia 22
Nanjing 21
Munich 20
Shenyang 20
Warsaw 19
Olalla 18
São Paulo 18
The Dalles 17
Abidjan 16
Chicago 16
Montreal 16
Gainesville 15
Naples 15
Phoenix 15
San Diego 14
Zurich 14
Amman 13
Atlanta 13
Ghent 13
Melbourne 13
Tianjin 13
Wuhan 13
Yubileyny 13
Zhengzhou 13
Baghdad 12
Changsha 12
Denver 12
Mexico City 12
Santiago 12
Trento 12
Bengaluru 11
Brooklyn 11
Hangzhou 11
Falkenstein 10
Florence 10
Kathmandu 10
Toronto 10
Turin 10
Amsterdam 9
Bangkok 9
Forlì 9
Genoa 9
Jakarta 9
Johannesburg 9
London 9
Saint Petersburg 9
San Francisco 9
Taiyuan 9
Turku 9
Totale 6.262
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Nome #
Procedures for seismic characterization of traditional and modern wooden building types 308
Coupled shear-tension numerical model for modelling of CLT connections 233
Proposal for a standardized design and modeling procedure of tall CLT buildings 230
Wood-based solutions to improve quality and safety against seismic events in conservation of historical buildings 223
An innovative technique for the local reinforcement of steel-to-CLT nailed joints 207
Axial – Shear interaction on CLT hold-down connections – Experimental investigation 202
EXPERIMENTAL CYCLIC TESTS ON CLT HOLD-DOWN CONNECTIONS SUBJECTED TO A COMBINATION OF SHEAR AND TENSION 184
Role of fastenings in modifying the hysteretic response of panel-to-panel joints for CLT structures 182
Setup sperimentale innovativo per prove accoppiate di taglio-compressione su pannelli murari 169
Angle bracket connections for CLT structures: Experimental characterization and numerical modelling 167
CLT used as seismic strengthener for existing masonry walls 160
Robustness Analysis of Historical Timber Roofs: A Case Study of the Gaggiandre Shipyard at the Arsenale of Venice 159
Dispositivo per l’accoppiamento di pareti e struttura comprendente tale dispositivo 158
Multidisciplinary Performance Assessment of an Eco-Sustainable RC-Framed Skin for the Integrated Upgrading of Existing Buildings 153
Numerical assessment of an innovative rc-framed skin for seismic retrofit intervention on existing buildings 153
Shear-Compression Test on Masonry Walls with an Innovative Experimental Setup 151
Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings 151
Experimental characterization of monotonic and cyclic behavior of steel-to-CLT nailed joints strengthened with composite plies 151
Numerical study of alternative seismic-resisting systems for CLT buildings 148
Determination of the fundamental period of CLT buildings via incremental elastic-non linear dynamic analyses 147
Coupled axial-shear numerical model for CLT connections 145
Innovative experimental setup for N-V coupled tests on masonry panels: concept and predictive numerical simulations 143
Valutazione numerica del comportamento sismico e del fattore di struttura “q” di edifici in legno con pareti tipo XLam 138
Capacity design of typical earthquake-resistant connections for CLT structures 136
Earthquake-resistant CLT buildings stiffened with vertical steel ties 136
Dissipative CLT-Based Seismic Upgrading System for RC-Framed Structures: Experimental Characterization, Numerical Modelling, and Design Guidelines 135
Experimental campaign of mechanical CLT connections subjected to a combination of shear and tension forces 133
Capacity design of traditional and innovative ductile connections for earthquake-resistant CLT structures 132
WALL BASE STRUCTURE FOR LIGHT BUILDINGS 127
Seismic capacity of irregular unreinforced masonry buildings with timber floors 127
Influence of the rocking behavior of shearwalls on the fundamental period of CLT structures 126
Seismic risk assessment of a new RC-framed skin technology for integrated retrofitting interventions on existing buildings 122
Cyclic response of CLT Post-Tensioned Walls: Experimental and numerical investigation 119
Experimental and Numerical Analyses of New Massive Wooden Shear-Wall Systems 118
Full scale test on reinforced concrete elements of an existing bridge: on-site investigation and laboratory testing design 117
Post-tensioned low damage CLT walls with replaceable hysteretic devices - Concept, experimental and numerical characterization 116
Light steel-timber frame with composite and plaster bracing panels 115
Strategies for structural modelling of CLT panels under cyclic loading conditions 113
Experimental and numerical analyses of a new RC-framed skin system for integrated seismic retrofitting intervention on existing buildings 112
Prove sperimentali monotone e cicliche su pareti realizzate con un sistema ibrido legno-calcestruzzo 111
Edifici multipiano con struttura portante in pannelli CLT: tecnologie realizzative e strategie di progettazione 110
Analytical formulation based on extensive numerical simulations of behavior factor q for CLT buildings 109
CLT buildings laterally braced with core and perimeter walls 107
Enhanced N-V interaction domains for the design of CLT shear wall based on coupled connections models 107
A sustainable RC-framed skin for integrated seismic retrofit intervention on existing buildings: experimental and numerical characterization 101
Macro-element modelling of a dissipative connection for CLT structures 101
EXPERIMENTAL AND ANALYTICAL ANALYSIS OF TIMBER CONNECTIONS WITH INTERPOSED ACOUSTIC RESILIENT STRIP 100
An analytical formulation of q-factor for mid-rise CLT buildings based on parametric numerical analyses 100
Seismic behaviour of wood-concrete frame shearwall system and comparison with code provisions 99
Design of a “mass-timber” building with different seismic bracing technologies 99
Concrete-Plated Wooden Shear Walls: Structural Details, Testing, and Seismic Characterization 99
Seismic analysis of multi-storey timber buildings braced with a CLT core and perimeter shear-walls 98
Nuova tecnologia per la riduzione del rischio sismico: le pareti in CLT post tese a basso danneggiamento 98
Experimentally based q-factor estimation of cross-laminated timber walls 95
Non-linear time history analyses of unreinforced masonry building with in-plane stiffened timber floors 94
Behaviour factor for innovative massive timber shear walls 94
A dissipative connector for CLT buildings: Concept, design and testing 94
Seismic design of floor–wall joints of multi-storey CLT buildings to comply with regularity in elevation 94
Characterisation of the rigid diaphragm conditions for cross laminated timber floors 93
Design and testing of a dissipative connection for XLam buildings 93
Seismic response of a platform-frame system with steel columns 93
A study about optimal stiffening of timber floors in URM buildings 93
Structural characterization of multi-storey buildings with CLT cores 91
In-plane strengthening of masonry buildings with timber panels 91
A new dissipative connection for CLT buildings 90
Effetti del consolidamento dei solai lignei sulla risposta sismica di edifici in muratura 90
MODAL IDENTIFICATION AND MODEL UPDATING OF AN INNOVATIVE AUTOMATIC SELF-SUPPORTING TIMBER WAREHOUSE: THE CASE STUDY OF ROTHOBLAAS HEADQUARTERS EXPANSION 89
Dissipative connections for squat or scarcely jointed CLT buildings. Experimental tests and numerical validation 88
Effects of design criteria on an experimentally-based evaluation of the behaviour factor of novel massive wooden shear walls 87
Engineered aluminium beams for anchoring timber buildings to foundation 86
Seismic characterization of steel-timber shear walls with innovative bracing system 86
On site investigations and laboratory testing on full scale elements for the characterization of an existing RC bridge 85
Capacity design of CLT structures with traditional or innovative seismic-resistant brackets 85
SEISMIC CONNECTIONS FOR CLT STRUCTURES WITH TUBULAR ELEMENTS AND UNCOUPLED TENSION-SHEAR INTERACTION 82
Structural characterization of multi-storey CLT buildings braced with cores and additional shear walls 81
Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 81
Numerical simulation of the coupled tension-shear response of an innovative dissipative connection for CLT buildings 80
Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors 80
PHENOMENOLOGICAL MODEL FOR SEISMIC DESIGN OF MULTI-STOREY CLT BUILDINGS: CALIBRATION OF INPUT PARAMETERS 79
Numerical analyses of high- and medium-rise CLT buildings braced with cores and additional shear walls 78
Seismic design of CLT buildings: Definition of the suitable qfactor by numerical and experimental procedures 77
Caratterizzazione sismica di una parete di taglio in acciaio-legno con innovativo sistema di controventamento 77
An interpretation of the new guidelines multilevel approach for a railway bridge 77
Influence of wall assembly on behaviour of cross-laminated timber buildings 76
Dynamic simulation of an irregular masonry building with different rehabilitation methods applied to timber floors 75
Timber-concrete composite connections using GFRP notches fastened with self-tapping screws: Conceiving, numerical modelling and testing 74
Effects of in-plane strengthening of timber floors in the seismic response of existing masonry buildings 73
Proposal of an Analytical-Experimental Procedure for Determining the q-Factor of Timber Building Systems 72
On the anchoring of timber walls to foundations: Available strategies to prevent wood deterioration and on-site installation problems 72
BEHAVIOUR OF TIMBER-TO-TIMBER CONNECTIONS WITH INTERPOSED RESILIENT SOUNDPROOFING PROFILE 71
Reliability of census data for typological identification of existing residential buildings: the case study of Bologna 61
STRENGTH CHARACTERIZATION OF OVERLAPPED TIMBER SCREWS 58
A Proposal for Determining the In-Plane Rigid Diaphragm Conditions of Cross Laminated Timber Floors Under Seismic Loads. 55
Soluzione innovativa per prevenire il deterioramento delle pareti in legno all'attacco con la fondazione 53
A finite element model of CLT panel and friction dampers for seismic upgrading of RC structures. 51
ROBUSTNESS ANALYSIS OF INNOVATIVE CONNECTIONS FOR POST-AND-BEAM MASS TIMBER BUILDINGS 51
Evolution of earthquake-resistant proprietary clt connections: a multi-parametric numerical analysis to assess the effect on building seismic response. 43
A NOVEL HYBRID WOODEN STRUCTURAL SYSTEM FOR MULTI-STOREY BUILDINGS IN SEISMIC PRONE AREAS 40
APPLICATION OF SEISMIC BASE ISOLATION IN A TIMBER MULTI-STORY FRAME BUILDING 33
MULTI-PARAMETRIC EVALUATION OF INNOVATIVE CLT CONNECTIONS DEVELOPED FOR DFMA AND DFD 24
Totale 11.070
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Categoria #
all - tutte 34.211
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 34.211
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022809 0 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
2025/20264.442 231 377 433 223 465 257 470 173 1.020 399 233 161
2026/2027316 127 189 0 0 0 0 0 0 0 0 0 0
Totale 11.070