CRIS Current Research Information System

POZZA, LUCA
 Distribuzione geografica
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Continente #
AS - Asia 4.111
NA - Nord America 4.082
EU - Europa 2.710
SA - Sud America 305
Continente sconosciuto - Info sul continente non disponibili 269
AF - Africa 235
OC - Oceania 119
Totale 11.831
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Nazione #
US - Stati Uniti d'America 3.941
SG - Singapore 1.107
CN - Cina 1.078
VN - Vietnam 952
IT - Italia 890
DE - Germania 512
GB - Regno Unito 329
HK - Hong Kong 266
IN - India 207
FR - Francia 205
BR - Brasile 191
TG - Togo 151
SE - Svezia 131
RU - Federazione Russa 128
AU - Australia 112
IE - Irlanda 107
NL - Olanda 98
KR - Corea 85
BD - Bangladesh 83
CA - Canada 76
JP - Giappone 59
FI - Finlandia 53
PL - Polonia 47
PH - Filippine 42
AR - Argentina 35
ZA - Sudafrica 28
BG - Bulgaria 27
TR - Turchia 27
CH - Svizzera 26
IR - Iran 26
MX - Messico 26
EC - Ecuador 25
ID - Indonesia 25
IQ - Iraq 25
ES - Italia 24
TH - Thailandia 22
CL - Cile 21
BE - Belgio 20
SC - Seychelles 19
UA - Ucraina 19
AT - Austria 17
CI - Costa d'Avorio 16
MY - Malesia 16
JO - Giordania 14
NP - Nepal 14
TW - Taiwan 14
HR - Croazia 13
PK - Pakistan 13
EE - Estonia 11
UZ - Uzbekistan 11
VE - Venezuela 11
CO - Colombia 10
CR - Costa Rica 9
SI - Slovenia 8
DK - Danimarca 7
GR - Grecia 6
NZ - Nuova Zelanda 6
HN - Honduras 5
LT - Lituania 5
PE - Perù 5
PT - Portogallo 5
RO - Romania 5
GT - Guatemala 4
JM - Giamaica 4
LB - Libano 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
PS - Palestinian Territory 3
SA - Arabia Saudita 3
UY - Uruguay 3
AZ - Azerbaigian 2
BB - Barbados 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
AL - Albania 1
AM - Armenia 1
BH - Bahrain 1
BY - Bielorussia 1
CY - Cipro 1
DO - Repubblica Dominicana 1
DZ - Algeria 1
EU - Europa 1
GE - Georgia 1
KG - Kirghizistan 1
Totale 11.553
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Città #
Singapore 731
San Jose 450
Santa Clara 421
Ashburn 312
Ho Chi Minh City 263
Southend 263
Hong Kong 243
Frankfurt am Main 193
Hanoi 188
Chandler 170
Council Bluffs 169
Princeton 167
Boardman 166
Lomé 151
Beijing 136
Fairfield 108
Hefei 106
Dublin 104
Bologna 95
Houston 93
Wilmington 89
Los Angeles 88
Dong Ket 72
Lauterbourg 71
Berlin 70
Dallas 68
Milan 68
Toowoomba 62
Westminster 59
Phoenix 58
Seoul 57
New York 56
Seattle 49
Des Moines 45
Buffalo 41
Woodbridge 41
Haiphong 39
Cambridge 37
Helsinki 37
Medford 36
Chicago 35
Redondo Beach 35
Rome 34
Tokyo 34
Padova 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
São Paulo 19
Warsaw 19
Olalla 18
Montreal 17
The Dalles 17
Abidjan 16
Atlanta 15
Gainesville 15
Naples 15
Toronto 15
Melbourne 14
San Diego 14
Zurich 14
Amman 13
Ghent 13
Tianjin 13
Trento 13
Wuhan 13
Yubileyny 13
Zhengzhou 13
Abbeville 12
Baghdad 12
Brooklyn 12
Changsha 12
Denver 12
Florence 12
Mexico City 12
Santiago 12
Vancouver 12
Bengaluru 11
Hangzhou 11
Falkenstein 10
Kathmandu 10
San Francisco 10
Turin 10
Amsterdam 9
Bangkok 9
Forlì 9
Genoa 9
Jakarta 9
Johannesburg 9
Karlsruhe 9
Kuala Lumpur 9
Totale 6.675
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Nome #
Procedures for seismic characterization of traditional and modern wooden building types 314
Coupled shear-tension numerical model for modelling of CLT connections 240
Proposal for a standardized design and modeling procedure of tall CLT buildings 239
Wood-based solutions to improve quality and safety against seismic events in conservation of historical buildings 234
An innovative technique for the local reinforcement of steel-to-CLT nailed joints 215
Axial – Shear interaction on CLT hold-down connections – Experimental investigation 211
Role of fastenings in modifying the hysteretic response of panel-to-panel joints for CLT structures 191
EXPERIMENTAL CYCLIC TESTS ON CLT HOLD-DOWN CONNECTIONS SUBJECTED TO A COMBINATION OF SHEAR AND TENSION 190
Setup sperimentale innovativo per prove accoppiate di taglio-compressione su pannelli murari 179
CLT used as seismic strengthener for existing masonry walls 174
Angle bracket connections for CLT structures: Experimental characterization and numerical modelling 173
Robustness Analysis of Historical Timber Roofs: A Case Study of the Gaggiandre Shipyard at the Arsenale of Venice 167
Dispositivo per l’accoppiamento di pareti e struttura comprendente tale dispositivo 164
Shear-Compression Test on Masonry Walls with an Innovative Experimental Setup 163
Multidisciplinary Performance Assessment of an Eco-Sustainable RC-Framed Skin for the Integrated Upgrading of Existing Buildings 163
Effect of different modelling approaches on the prediction of the seismic response of multi-storey CLT buildings 159
Experimental characterization of monotonic and cyclic behavior of steel-to-CLT nailed joints strengthened with composite plies 159
Numerical assessment of an innovative rc-framed skin for seismic retrofit intervention on existing buildings 158
Numerical study of alternative seismic-resisting systems for CLT buildings 157
Determination of the fundamental period of CLT buildings via incremental elastic-non linear dynamic analyses 155
Innovative experimental setup for N-V coupled tests on masonry panels: concept and predictive numerical simulations 153
Coupled axial-shear numerical model for CLT connections 149
Valutazione numerica del comportamento sismico e del fattore di struttura “q” di edifici in legno con pareti tipo XLam 147
Dissipative CLT-Based Seismic Upgrading System for RC-Framed Structures: Experimental Characterization, Numerical Modelling, and Design Guidelines 143
Capacity design of typical earthquake-resistant connections for CLT structures 143
Earthquake-resistant CLT buildings stiffened with vertical steel ties 142
Experimental campaign of mechanical CLT connections subjected to a combination of shear and tension forces 141
Capacity design of traditional and innovative ductile connections for earthquake-resistant CLT structures 136
WALL BASE STRUCTURE FOR LIGHT BUILDINGS 133
Influence of the rocking behavior of shearwalls on the fundamental period of CLT structures 132
Seismic capacity of irregular unreinforced masonry buildings with timber floors 132
Seismic risk assessment of a new RC-framed skin technology for integrated retrofitting interventions on existing buildings 131
Full scale test on reinforced concrete elements of an existing bridge: on-site investigation and laboratory testing design 126
Experimental and Numerical Analyses of New Massive Wooden Shear-Wall Systems 125
Cyclic response of CLT Post-Tensioned Walls: Experimental and numerical investigation 125
Post-tensioned low damage CLT walls with replaceable hysteretic devices - Concept, experimental and numerical characterization 125
Strategies for structural modelling of CLT panels under cyclic loading conditions 122
Light steel-timber frame with composite and plaster bracing panels 121
Prove sperimentali monotone e cicliche su pareti realizzate con un sistema ibrido legno-calcestruzzo 119
Edifici multipiano con struttura portante in pannelli CLT: tecnologie realizzative e strategie di progettazione 117
Analytical formulation based on extensive numerical simulations of behavior factor q for CLT buildings 116
Experimental and numerical analyses of a new RC-framed skin system for integrated seismic retrofitting intervention on existing buildings 115
CLT buildings laterally braced with core and perimeter walls 115
Enhanced N-V interaction domains for the design of CLT shear wall based on coupled connections models 111
Design of a “mass-timber” building with different seismic bracing technologies 110
EXPERIMENTAL AND ANALYTICAL ANALYSIS OF TIMBER CONNECTIONS WITH INTERPOSED ACOUSTIC RESILIENT STRIP 109
Concrete-Plated Wooden Shear Walls: Structural Details, Testing, and Seismic Characterization 109
A sustainable RC-framed skin for integrated seismic retrofit intervention on existing buildings: experimental and numerical characterization 108
Seismic behaviour of wood-concrete frame shearwall system and comparison with code provisions 108
Non-linear time history analyses of unreinforced masonry building with in-plane stiffened timber floors 107
An analytical formulation of q-factor for mid-rise CLT buildings based on parametric numerical analyses 107
Experimentally based q-factor estimation of cross-laminated timber walls 107
Macro-element modelling of a dissipative connection for CLT structures 107
Nuova tecnologia per la riduzione del rischio sismico: le pareti in CLT post tese a basso danneggiamento 107
Seismic analysis of multi-storey timber buildings braced with a CLT core and perimeter shear-walls 104
Design and testing of a dissipative connection for XLam buildings 103
A study about optimal stiffening of timber floors in URM buildings 103
Seismic response of a platform-frame system with steel columns 102
A dissipative connector for CLT buildings: Concept, design and testing 101
Behaviour factor for innovative massive timber shear walls 100
Characterisation of the rigid diaphragm conditions for cross laminated timber floors 99
Seismic design of floor–wall joints of multi-storey CLT buildings to comply with regularity in elevation 99
Structural characterization of multi-storey buildings with CLT cores 97
A new dissipative connection for CLT buildings 96
Effetti del consolidamento dei solai lignei sulla risposta sismica di edifici in muratura 95
In-plane strengthening of masonry buildings with timber panels 95
MODAL IDENTIFICATION AND MODEL UPDATING OF AN INNOVATIVE AUTOMATIC SELF-SUPPORTING TIMBER WAREHOUSE: THE CASE STUDY OF ROTHOBLAAS HEADQUARTERS EXPANSION 93
Effects of design criteria on an experimentally-based evaluation of the behaviour factor of novel massive wooden shear walls 93
Seismic characterization of steel-timber shear walls with innovative bracing system 92
Dissipative connections for squat or scarcely jointed CLT buildings. Experimental tests and numerical validation 91
SEISMIC CONNECTIONS FOR CLT STRUCTURES WITH TUBULAR ELEMENTS AND UNCOUPLED TENSION-SHEAR INTERACTION 90
On site investigations and laboratory testing on full scale elements for the characterization of an existing RC bridge 90
Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors 90
Engineered aluminium beams for anchoring timber buildings to foundation 90
Structural characterization of multi-storey CLT buildings braced with cores and additional shear walls 90
Capacity design of CLT structures with traditional or innovative seismic-resistant brackets 90
Caratterizzazione sismica di una parete di taglio in acciaio-legno con innovativo sistema di controventamento 90
Numerical simulation of the coupled tension-shear response of an innovative dissipative connection for CLT buildings 89
Experimental and theoretical evaluation of TCC connections with inclined self-tapping screws 88
PHENOMENOLOGICAL MODEL FOR SEISMIC DESIGN OF MULTI-STOREY CLT BUILDINGS: CALIBRATION OF INPUT PARAMETERS 86
Numerical analyses of high- and medium-rise CLT buildings braced with cores and additional shear walls 86
On the anchoring of timber walls to foundations: Available strategies to prevent wood deterioration and on-site installation problems 83
Seismic design of CLT buildings: Definition of the suitable qfactor by numerical and experimental procedures 82
Dynamic simulation of an irregular masonry building with different rehabilitation methods applied to timber floors 82
An interpretation of the new guidelines multilevel approach for a railway bridge 82
BEHAVIOUR OF TIMBER-TO-TIMBER CONNECTIONS WITH INTERPOSED RESILIENT SOUNDPROOFING PROFILE 81
Influence of wall assembly on behaviour of cross-laminated timber buildings 81
Effects of in-plane strengthening of timber floors in the seismic response of existing masonry buildings 80
Proposal of an Analytical-Experimental Procedure for Determining the q-Factor of Timber Building Systems 79
Timber-concrete composite connections using GFRP notches fastened with self-tapping screws: Conceiving, numerical modelling and testing 76
Reliability of census data for typological identification of existing residential buildings: the case study of Bologna 72
Soluzione innovativa per prevenire il deterioramento delle pareti in legno all'attacco con la fondazione 64
ROBUSTNESS ANALYSIS OF INNOVATIVE CONNECTIONS FOR POST-AND-BEAM MASS TIMBER BUILDINGS 63
A Proposal for Determining the In-Plane Rigid Diaphragm Conditions of Cross Laminated Timber Floors Under Seismic Loads. 61
STRENGTH CHARACTERIZATION OF OVERLAPPED TIMBER SCREWS 61
A finite element model of CLT panel and friction dampers for seismic upgrading of RC structures. 61
A NOVEL HYBRID WOODEN STRUCTURAL SYSTEM FOR MULTI-STOREY BUILDINGS IN SEISMIC PRONE AREAS 54
Evolution of earthquake-resistant proprietary clt connections: a multi-parametric numerical analysis to assess the effect on building seismic response. 51
APPLICATION OF SEISMIC BASE ISOLATION IN A TIMBER MULTI-STORY FRAME BUILDING 40
MULTI-PARAMETRIC EVALUATION OF INNOVATIVE CLT CONNECTIONS DEVELOPED FOR DFMA AND DFD 33
Totale 11.831
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Categoria #
all - tutte 36.318
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 36.318
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022720 0 0 0 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
2026/20271.077 127 198 443 309 0 0 0 0 0 0 0 0
Totale 11.831