CRIS Current Research Information System

POZZA, LUCA
 Distribuzione geografica
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Continente #
AS - Asia 3.976
NA - Nord America 2.940
EU - Europa 2.505
SA - Sud America 263
AF - Africa 231
OC - Oceania 115
Continente sconosciuto - Info sul continente non disponibili 2
Totale 10.032
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Nazione #
US - Stati Uniti d'America 2.863
SG - Singapore 1.087
CN - Cina 1.061
VN - Vietnam 946
IT - Italia 744
DE - Germania 503
GB - Regno Unito 316
HK - Hong Kong 249
IN - India 205
FR - Francia 201
BR - Brasile 168
TG - Togo 151
RU - Federazione Russa 128
SE - Svezia 126
AU - Australia 108
IE - Irlanda 106
NL - Olanda 92
KR - Corea 84
JP - Giappone 58
FI - Finlandia 53
CA - Canada 47
PL - Polonia 46
PH - Filippine 41
AR - Argentina 30
ZA - Sudafrica 28
BG - Bulgaria 27
CH - Svizzera 26
IR - Iran 25
TR - Turchia 25
IQ - Iraq 24
ID - Indonesia 23
BD - Bangladesh 22
TH - Thailandia 22
EC - Ecuador 21
ES - Italia 21
BE - Belgio 20
MX - Messico 20
CL - Cile 19
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
NZ - Nuova Zelanda 6
CO - Colombia 5
GR - Grecia 5
LT - Lituania 5
PE - Perù 5
SI - Slovenia 5
MA - Marocco 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
MD - Moldavia 3
PS - Palestinian Territory 3
PT - Portogallo 3
RO - Romania 3
SA - Arabia Saudita 3
UY - Uruguay 3
AZ - Azerbaigian 2
HU - Ungheria 2
LA - Repubblica Popolare Democratica del Laos 2
NG - Nigeria 2
NO - Norvegia 2
SN - Senegal 2
SV - El Salvador 2
TN - Tunisia 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AM - Armenia 1
BH - Bahrain 1
BY - Bielorussia 1
CR - Costa Rica 1
CY - Cipro 1
DO - Repubblica Dominicana 1
EU - Europa 1
GE - Georgia 1
HN - Honduras 1
JM - Giamaica 1
KG - Kirghizistan 1
KI - Kiribati 1
LU - Lussemburgo 1
MK - Macedonia 1
MO - Macao, regione amministrativa speciale della Cina 1
NI - Nicaragua 1
OM - Oman 1
PA - Panama 1
PR - Porto Rico 1
Totale 10.027
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Città #
Singapore 716
Santa Clara 398
San Jose 276
Southend 263
Ho Chi Minh City 262
Hong Kong 227
Ashburn 222
Frankfurt am Main 193
Hanoi 183
Chandler 170
Lomé 151
Princeton 150
Beijing 129
Fairfield 108
Hefei 106
Dublin 104
Boardman 90
Houston 89
Wilmington 89
Bologna 83
Dong Ket 72
Lauterbourg 71
Berlin 70
Toowoomba 62
Westminster 59
Los Angeles 57
Seoul 57
Dallas 55
Seattle 47
Des Moines 45
Milan 43
Woodbridge 41
Haiphong 39
Buffalo 38
Cambridge 37
Helsinki 37
Medford 36
Council Bluffs 35
Redondo Beach 35
Tokyo 33
Padova 31
Guangzhou 29
Da Nang 27
Shanghai 27
Sofia 27
Redmond 26
Rome 26
Jinan 25
New York 25
Brisbane 23
Ann Arbor 22
Concordia sulla Secchia 22
Nanjing 21
Munich 20
Shenyang 20
Warsaw 19
Olalla 18
Abidjan 16
Gainesville 15
Montreal 14
San Diego 14
Zurich 14
Amman 13
Ghent 13
The Dalles 13
Tianjin 13
Wuhan 13
Yubileyny 13
Zhengzhou 13
Changsha 12
Chicago 12
Melbourne 12
São Paulo 12
Baghdad 11
Bengaluru 11
Hangzhou 11
Santiago 11
Brooklyn 10
Falkenstein 10
Florence 10
Kathmandu 10
Phoenix 10
Trento 10
Amsterdam 9
Bangkok 9
Denver 9
Forlì 9
Jakarta 9
Johannesburg 9
London 9
Naples 9
Saint Petersburg 9
Taiyuan 9
Turin 9
Turku 9
Kuala Lumpur 8
New Delhi 8
Ningbo 8
Padua 8
Quito 8
Totale 5.850
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Nome #
Procedures for seismic characterization of traditional and modern wooden building types 301
Coupled shear-tension numerical model for modelling of CLT connections 227
Proposal for a standardized design and modeling procedure of tall CLT buildings 220
Wood-based solutions to improve quality and safety against seismic events in conservation of historical buildings 210
Axial – Shear interaction on CLT hold-down connections – Experimental investigation 200
An innovative technique for the local reinforcement of steel-to-CLT nailed joints 200
Role of fastenings in modifying the hysteretic response of panel-to-panel joints for CLT structures 180
EXPERIMENTAL CYCLIC TESTS ON CLT HOLD-DOWN CONNECTIONS SUBJECTED TO A COMBINATION OF SHEAR AND TENSION 179
Angle bracket connections for CLT structures: Experimental characterization and numerical modelling 161
Dispositivo per l’accoppiamento di pareti e struttura comprendente tale dispositivo 155
Robustness Analysis of Historical Timber Roofs: A Case Study of the Gaggiandre Shipyard at the Arsenale of Venice 153
CLT used as seismic strengthener for existing masonry walls 153
Numerical assessment of an innovative rc-framed skin for seismic retrofit intervention on existing buildings 150
Multidisciplinary Performance Assessment of an Eco-Sustainable RC-Framed Skin for the Integrated Upgrading of Existing Buildings 148
Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings 147
Numerical study of alternative seismic-resisting systems for CLT buildings 147
Setup sperimentale innovativo per prove accoppiate di taglio-compressione su pannelli murari 145
Experimental characterization of monotonic and cyclic behavior of steel-to-CLT nailed joints strengthened with composite plies 144
Coupled axial-shear numerical model for CLT connections 142
Determination of the fundamental period of CLT buildings via incremental elastic-non linear dynamic analyses 142
Innovative experimental setup for N-V coupled tests on masonry panels: concept and predictive numerical simulations 139
Capacity design of traditional and innovative ductile connections for earthquake-resistant CLT structures 131
Capacity design of typical earthquake-resistant connections for CLT structures 130
Experimental campaign of mechanical CLT connections subjected to a combination of shear and tension forces 129
Shear-Compression Test on Masonry Walls with an Innovative Experimental Setup 126
WALL BASE STRUCTURE FOR LIGHT BUILDINGS 123
Seismic capacity of irregular unreinforced masonry buildings with timber floors 123
Earthquake-resistant CLT buildings stiffened with vertical steel ties 122
Seismic risk assessment of a new RC-framed skin technology for integrated retrofitting interventions on existing buildings 120
Dissipative CLT-Based Seismic Upgrading System for RC-Framed Structures: Experimental Characterization, Numerical Modelling, and Design Guidelines 119
Influence of the rocking behavior of shearwalls on the fundamental period of CLT structures 118
Valutazione numerica del comportamento sismico e del fattore di struttura “q” di edifici in legno con pareti tipo XLam 114
Light steel-timber frame with composite and plaster bracing panels 114
Experimental and Numerical Analyses of New Massive Wooden Shear-Wall Systems 110
Strategies for structural modelling of CLT panels under cyclic loading conditions 110
Post-tensioned low damage CLT walls with replaceable hysteretic devices - Concept, experimental and numerical characterization 108
Analytical formulation based on extensive numerical simulations of behavior factor q for CLT buildings 106
Edifici multipiano con struttura portante in pannelli CLT: tecnologie realizzative e strategie di progettazione 106
Cyclic response of CLT Post-Tensioned Walls: Experimental and numerical investigation 105
Prove sperimentali monotone e cicliche su pareti realizzate con un sistema ibrido legno-calcestruzzo 104
CLT buildings laterally braced with core and perimeter walls 104
Full scale test on reinforced concrete elements of an existing bridge: on-site investigation and laboratory testing design 102
Enhanced N-V interaction domains for the design of CLT shear wall based on coupled connections models 102
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 96
Concrete-Plated Wooden Shear Walls: Structural Details, Testing, and Seismic Characterization 96
Macro-element modelling of a dissipative connection for CLT structures 95
Nuova tecnologia per la riduzione del rischio sismico: le pareti in CLT post tese a basso danneggiamento 93
Experimentally based q-factor estimation of cross-laminated timber walls 92
Seismic response of a platform-frame system with steel columns 91
Behaviour factor for innovative massive timber shear walls 91
A dissipative connector for CLT buildings: Concept, design and testing 91
A study about optimal stiffening of timber floors in URM buildings 91
EXPERIMENTAL AND ANALYTICAL ANALYSIS OF TIMBER CONNECTIONS WITH INTERPOSED ACOUSTIC RESILIENT STRIP 90
Non-linear time history analyses of unreinforced masonry building with in-plane stiffened timber floors 89
Seismic analysis of multi-storey timber buildings braced with a CLT core and perimeter shear-walls 89
Design and testing of a dissipative connection for XLam buildings 88
A new dissipative connection for CLT buildings 88
Structural characterization of multi-storey buildings with CLT cores 87
In-plane strengthening of masonry buildings with timber panels 87
Effetti del consolidamento dei solai lignei sulla risposta sismica di edifici in muratura 86
Design of a “mass-timber” building with different seismic bracing technologies 85
Capacity design of CLT structures with traditional or innovative seismic-resistant brackets 84
Effects of design criteria on an experimentally-based evaluation of the behaviour factor of novel massive wooden shear walls 83
Experimental and numerical analyses of a new RC-framed skin system for integrated seismic retrofitting intervention on existing buildings 82
Engineered aluminium beams for anchoring timber buildings to foundation 82
Seismic characterization of steel-timber shear walls with innovative bracing system 82
Dissipative connections for squat or scarcely jointed CLT buildings. Experimental tests and numerical validation 82
Characterisation of the rigid diaphragm conditions for cross laminated timber floors 81
Seismic design of floor–wall joints of multi-storey CLT buildings to comply with regularity in elevation 81
Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors 78
Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 78
A sustainable RC-framed skin for integrated seismic retrofit intervention on existing buildings: experimental and numerical characterization 77
Structural characterization of multi-storey CLT buildings braced with cores and additional shear walls 77
MODAL IDENTIFICATION AND MODEL UPDATING OF AN INNOVATIVE AUTOMATIC SELF-SUPPORTING TIMBER WAREHOUSE: THE CASE STUDY OF ROTHOBLAAS HEADQUARTERS EXPANSION 76
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
Seismic design of CLT buildings: Definition of the suitable qfactor by numerical and experimental procedures 74
Influence of wall assembly on behaviour of cross-laminated timber buildings 74
Caratterizzazione sismica di una parete di taglio in acciaio-legno con innovativo sistema di controventamento 73
Dynamic simulation of an irregular masonry building with different rehabilitation methods applied to timber floors 72
An interpretation of the new guidelines multilevel approach for a railway bridge 71
Effects of in-plane strengthening of timber floors in the seismic response of existing masonry buildings 70
On the anchoring of timber walls to foundations: Available strategies to prevent wood deterioration and on-site installation problems 68
Timber-concrete composite connections using GFRP notches fastened with self-tapping screws: Conceiving, numerical modelling and testing 68
PHENOMENOLOGICAL MODEL FOR SEISMIC DESIGN OF MULTI-STOREY CLT BUILDINGS: CALIBRATION OF INPUT PARAMETERS 67
On site investigations and laboratory testing on full scale elements for the characterization of an existing RC bridge 66
SEISMIC CONNECTIONS FOR CLT STRUCTURES WITH TUBULAR ELEMENTS AND UNCOUPLED TENSION-SHEAR INTERACTION 65
Proposal of an Analytical-Experimental Procedure for Determining the q-Factor of Timber Building Systems 64
A Proposal for Determining the In-Plane Rigid Diaphragm Conditions of Cross Laminated Timber Floors Under Seismic Loads. 49
STRENGTH CHARACTERIZATION OF OVERLAPPED TIMBER SCREWS 49
Soluzione innovativa per prevenire il deterioramento delle pareti in legno all'attacco con la fondazione 49
A finite element model of CLT panel and friction dampers for seismic upgrading of RC structures. 46
Reliability of census data for typological identification of existing residential buildings: the case study of Bologna 38
Evolution of earthquake-resistant proprietary clt connections: a multi-parametric numerical analysis to assess the effect on building seismic response. 36
BEHAVIOUR OF TIMBER-TO-TIMBER CONNECTIONS WITH INTERPOSED RESILIENT SOUNDPROOFING PROFILE 31
ROBUSTNESS ANALYSIS OF INNOVATIVE CONNECTIONS FOR POST-AND-BEAM MASS TIMBER BUILDINGS 30
A NOVEL HYBRID WOODEN STRUCTURAL SYSTEM FOR MULTI-STOREY BUILDINGS IN SEISMIC PRONE AREAS 21
APPLICATION OF SEISMIC BASE ISOLATION IN A TIMBER MULTI-STORY FRAME BUILDING 17
MULTI-PARAMETRIC EVALUATION OF INNOVATIVE CLT CONNECTIONS DEVELOPED FOR DFMA AND DFD 15
Totale 10.297
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Categoria #
all - tutte 30.187
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 30.187
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021270 0 0 0 0 0 0 0 0 0 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
2025/20263.985 231 377 433 223 465 257 470 173 1.020 336 0 0
Totale 10.297