CRIS Current Research Information System

POZZA, LUCA
 Distribuzione geografica
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Continente #
AS - Asia 4.055
NA - Nord America 3.189
EU - Europa 2.607
SA - Sud America 273
AF - Africa 231
OC - Oceania 115
Continente sconosciuto - Info sul continente non disponibili 2
Totale 10.472
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Nazione #
US - Stati Uniti d'America 3.093
SG - Singapore 1.095
CN - Cina 1.066
VN - Vietnam 949
IT - Italia 834
DE - Germania 505
GB - Regno Unito 319
HK - Hong Kong 260
IN - India 205
FR - Francia 201
BR - Brasile 177
TG - Togo 151
RU - Federazione Russa 128
SE - Svezia 126
AU - Australia 108
IE - Irlanda 106
NL - Olanda 94
KR - Corea 84
BD - Bangladesh 71
JP - Giappone 58
CA - Canada 53
FI - Finlandia 53
PL - Polonia 47
PH - Filippine 41
AR - Argentina 30
ZA - Sudafrica 28
BG - Bulgaria 27
CH - Svizzera 26
IR - Iran 26
IQ - Iraq 25
MX - Messico 25
TR - Turchia 25
ID - Indonesia 24
TH - Thailandia 22
EC - Ecuador 21
ES - Italia 21
BE - Belgio 20
CL - Cile 20
CI - Costa d'Avorio 16
SC - Seychelles 16
UA - Ucraina 16
JO - Giordania 14
MY - Malesia 14
NP - Nepal 14
TW - Taiwan 14
AT - Austria 13
HR - Croazia 13
PK - Pakistan 13
EE - Estonia 11
UZ - Uzbekistan 11
VE - Venezuela 8
DK - Danimarca 7
GR - Grecia 6
NZ - Nuova Zelanda 6
CO - Colombia 5
LT - Lituania 5
PE - Perù 5
RO - Romania 5
SI - Slovenia 5
MA - Marocco 4
MD - Moldavia 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
CR - Costa Rica 2
HN - Honduras 2
HU - Ungheria 2
JM - Giamaica 2
LA - Repubblica Popolare Democratica del Laos 2
NG - Nigeria 2
NO - Norvegia 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
GT - Guatemala 1
KG - Kirghizistan 1
KI - Kiribati 1
KN - Saint Kitts e Nevis 1
LC - Santa Lucia 1
LU - Lussemburgo 1
MK - Macedonia 1
Totale 10.463
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Città #
Singapore 723
Santa Clara 409
San Jose 336
Ho Chi Minh City 263
Southend 263
Ashburn 244
Hong Kong 238
Frankfurt am Main 193
Hanoi 185
Chandler 170
Lomé 151
Princeton 150
Beijing 130
Fairfield 108
Hefei 106
Dublin 104
Bologna 95
Boardman 92
Houston 90
Wilmington 89
Dong Ket 72
Lauterbourg 71
Berlin 70
Los Angeles 68
Toowoomba 62
Dallas 61
Westminster 59
Seoul 57
Milan 56
Seattle 47
Des Moines 45
Woodbridge 41
Buffalo 40
Haiphong 39
Cambridge 37
Council Bluffs 37
Helsinki 37
Medford 36
New York 36
Redondo Beach 35
Tokyo 33
Padova 31
Rome 30
Guangzhou 29
Shanghai 28
Da Nang 27
Sofia 27
Redmond 26
Jinan 25
Brisbane 23
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
Gainesville 15
Montreal 15
Chicago 14
Naples 14
Phoenix 14
San Diego 14
Zurich 14
Amman 13
Atlanta 13
Ghent 13
Tianjin 13
Wuhan 13
Yubileyny 13
Zhengzhou 13
Baghdad 12
Changsha 12
Denver 12
Melbourne 12
Santiago 12
Trento 12
Bengaluru 11
Brooklyn 11
Hangzhou 11
Mexico City 11
Falkenstein 10
Florence 10
Kathmandu 10
Toronto 10
Turin 10
Amsterdam 9
Bangkok 9
Forlì 9
Jakarta 9
Johannesburg 9
London 9
Saint Petersburg 9
San Francisco 9
Taiyuan 9
Turku 9
Genoa 8
Totale 6.072
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Nome #
Procedures for seismic characterization of traditional and modern wooden building types 306
Coupled shear-tension numerical model for modelling of CLT connections 230
Proposal for a standardized design and modeling procedure of tall CLT buildings 224
Wood-based solutions to improve quality and safety against seismic events in conservation of historical buildings 215
An innovative technique for the local reinforcement of steel-to-CLT nailed joints 203
Axial – Shear interaction on CLT hold-down connections – Experimental investigation 201
EXPERIMENTAL CYCLIC TESTS ON CLT HOLD-DOWN CONNECTIONS SUBJECTED TO A COMBINATION OF SHEAR AND TENSION 183
Role of fastenings in modifying the hysteretic response of panel-to-panel joints for CLT structures 182
Angle bracket connections for CLT structures: Experimental characterization and numerical modelling 164
Setup sperimentale innovativo per prove accoppiate di taglio-compressione su pannelli murari 163
CLT used as seismic strengthener for existing masonry walls 159
Robustness Analysis of Historical Timber Roofs: A Case Study of the Gaggiandre Shipyard at the Arsenale of Venice 156
Dispositivo per l’accoppiamento di pareti e struttura comprendente tale dispositivo 155
Numerical assessment of an innovative rc-framed skin for seismic retrofit intervention on existing buildings 153
Multidisciplinary Performance Assessment of an Eco-Sustainable RC-Framed Skin for the Integrated Upgrading of Existing Buildings 152
Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings 150
Experimental characterization of monotonic and cyclic behavior of steel-to-CLT nailed joints strengthened with composite plies 148
Numerical study of alternative seismic-resisting systems for CLT buildings 147
Coupled axial-shear numerical model for CLT connections 144
Determination of the fundamental period of CLT buildings via incremental elastic-non linear dynamic analyses 143
Innovative experimental setup for N-V coupled tests on masonry panels: concept and predictive numerical simulations 141
Dissipative CLT-Based Seismic Upgrading System for RC-Framed Structures: Experimental Characterization, Numerical Modelling, and Design Guidelines 134
Capacity design of typical earthquake-resistant connections for CLT structures 134
Earthquake-resistant CLT buildings stiffened with vertical steel ties 134
Shear-Compression Test on Masonry Walls with an Innovative Experimental Setup 133
Experimental campaign of mechanical CLT connections subjected to a combination of shear and tension forces 132
Capacity design of traditional and innovative ductile connections for earthquake-resistant CLT structures 132
Seismic capacity of irregular unreinforced masonry buildings with timber floors 126
WALL BASE STRUCTURE FOR LIGHT BUILDINGS 124
Influence of the rocking behavior of shearwalls on the fundamental period of CLT structures 123
Seismic risk assessment of a new RC-framed skin technology for integrated retrofitting interventions on existing buildings 121
Valutazione numerica del comportamento sismico e del fattore di struttura “q” di edifici in legno con pareti tipo XLam 118
Cyclic response of CLT Post-Tensioned Walls: Experimental and numerical investigation 117
Experimental and Numerical Analyses of New Massive Wooden Shear-Wall Systems 114
Light steel-timber frame with composite and plaster bracing panels 114
Post-tensioned low damage CLT walls with replaceable hysteretic devices - Concept, experimental and numerical characterization 113
Strategies for structural modelling of CLT panels under cyclic loading conditions 111
Experimental and numerical analyses of a new RC-framed skin system for integrated seismic retrofitting intervention on existing buildings 110
Full scale test on reinforced concrete elements of an existing bridge: on-site investigation and laboratory testing design 110
Edifici multipiano con struttura portante in pannelli CLT: tecnologie realizzative e strategie di progettazione 108
Prove sperimentali monotone e cicliche su pareti realizzate con un sistema ibrido legno-calcestruzzo 107
Analytical formulation based on extensive numerical simulations of behavior factor q for CLT buildings 107
CLT buildings laterally braced with core and perimeter walls 106
Enhanced N-V interaction domains for the design of CLT shear wall based on coupled connections models 105
Macro-element modelling of a dissipative connection for CLT structures 99
Seismic behaviour of wood-concrete frame shearwall system and comparison with code provisions 97
An analytical formulation of q-factor for mid-rise CLT buildings based on parametric numerical analyses 97
A sustainable RC-framed skin for integrated seismic retrofit intervention on existing buildings: experimental and numerical characterization 96
Concrete-Plated Wooden Shear Walls: Structural Details, Testing, and Seismic Characterization 96
Nuova tecnologia per la riduzione del rischio sismico: le pareti in CLT post tese a basso danneggiamento 96
EXPERIMENTAL AND ANALYTICAL ANALYSIS OF TIMBER CONNECTIONS WITH INTERPOSED ACOUSTIC RESILIENT STRIP 94
Behaviour factor for innovative massive timber shear walls 93
Experimentally based q-factor estimation of cross-laminated timber walls 92
A dissipative connector for CLT buildings: Concept, design and testing 92
A study about optimal stiffening of timber floors in URM buildings 92
Design and testing of a dissipative connection for XLam buildings 91
Seismic response of a platform-frame system with steel columns 91
Non-linear time history analyses of unreinforced masonry building with in-plane stiffened timber floors 90
Seismic analysis of multi-storey timber buildings braced with a CLT core and perimeter shear-walls 90
Structural characterization of multi-storey buildings with CLT cores 90
In-plane strengthening of masonry buildings with timber panels 90
A new dissipative connection for CLT buildings 89
Effetti del consolidamento dei solai lignei sulla risposta sismica di edifici in muratura 89
Seismic design of floor–wall joints of multi-storey CLT buildings to comply with regularity in elevation 88
Design of a “mass-timber” building with different seismic bracing technologies 87
Characterisation of the rigid diaphragm conditions for cross laminated timber floors 85
Engineered aluminium beams for anchoring timber buildings to foundation 85
Effects of design criteria on an experimentally-based evaluation of the behaviour factor of novel massive wooden shear walls 85
Dissipative connections for squat or scarcely jointed CLT buildings. Experimental tests and numerical validation 85
Capacity design of CLT structures with traditional or innovative seismic-resistant brackets 84
Seismic characterization of steel-timber shear walls with innovative bracing system 84
MODAL IDENTIFICATION AND MODEL UPDATING OF AN INNOVATIVE AUTOMATIC SELF-SUPPORTING TIMBER WAREHOUSE: THE CASE STUDY OF ROTHOBLAAS HEADQUARTERS EXPANSION 82
Structural characterization of multi-storey CLT buildings braced with cores and additional shear walls 80
Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 80
SEISMIC CONNECTIONS FOR CLT STRUCTURES WITH TUBULAR ELEMENTS AND UNCOUPLED TENSION-SHEAR INTERACTION 79
On site investigations and laboratory testing on full scale elements for the characterization of an existing RC bridge 79
Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors 79
Seismic design of CLT buildings: Definition of the suitable qfactor by numerical and experimental procedures 76
An interpretation of the new guidelines multilevel approach for a railway bridge 76
PHENOMENOLOGICAL MODEL FOR SEISMIC DESIGN OF MULTI-STOREY CLT BUILDINGS: CALIBRATION OF INPUT PARAMETERS 75
Numerical simulation of the coupled tension-shear response of an innovative dissipative connection for CLT buildings 75
Numerical analyses of high- and medium-rise CLT buildings braced with cores and additional shear walls 75
Caratterizzazione sismica di una parete di taglio in acciaio-legno con innovativo sistema di controventamento 75
Influence of wall assembly on behaviour of cross-laminated timber buildings 74
Dynamic simulation of an irregular masonry building with different rehabilitation methods applied to timber floors 73
Effects of in-plane strengthening of timber floors in the seismic response of existing masonry buildings 72
On the anchoring of timber walls to foundations: Available strategies to prevent wood deterioration and on-site installation problems 71
Timber-concrete composite connections using GFRP notches fastened with self-tapping screws: Conceiving, numerical modelling and testing 71
Proposal of an Analytical-Experimental Procedure for Determining the q-Factor of Timber Building Systems 69
STRENGTH CHARACTERIZATION OF OVERLAPPED TIMBER SCREWS 57
Reliability of census data for typological identification of existing residential buildings: the case study of Bologna 55
A Proposal for Determining the In-Plane Rigid Diaphragm Conditions of Cross Laminated Timber Floors Under Seismic Loads. 54
BEHAVIOUR OF TIMBER-TO-TIMBER CONNECTIONS WITH INTERPOSED RESILIENT SOUNDPROOFING PROFILE 51
Soluzione innovativa per prevenire il deterioramento delle pareti in legno all'attacco con la fondazione 50
A finite element model of CLT panel and friction dampers for seismic upgrading of RC structures. 48
ROBUSTNESS ANALYSIS OF INNOVATIVE CONNECTIONS FOR POST-AND-BEAM MASS TIMBER BUILDINGS 43
Evolution of earthquake-resistant proprietary clt connections: a multi-parametric numerical analysis to assess the effect on building seismic response. 39
A NOVEL HYBRID WOODEN STRUCTURAL SYSTEM FOR MULTI-STOREY BUILDINGS IN SEISMIC PRONE AREAS 36
APPLICATION OF SEISMIC BASE ISOLATION IN A TIMBER MULTI-STORY FRAME BUILDING 27
MULTI-PARAMETRIC EVALUATION OF INNOVATIVE CLT CONNECTIONS DEVELOPED FOR DFMA AND DFD 17
Totale 10.737
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Categoria #
all - tutte 32.425
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 32.425
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021215 0 0 0 0 0 0 0 0 0 0 0 215
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
2025/20264.425 231 377 433 223 465 257 470 173 1.020 399 233 144
Totale 10.737