IRIS
Casagrande, Daniele
 Distribuzione geografica
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Continente #
NA - Nord America 5.470
AS - Asia 2.793
EU - Europa 2.363
SA - Sud America 523
Continente sconosciuto - Info sul continente non disponibili 336
OC - Oceania 64
AF - Africa 57
Totale 11.606
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Nazione #
US - Stati Uniti d'America 5.203
SG - Singapore 1.068
IT - Italia 890
CN - Cina 562
VN - Vietnam 493
BR - Brasile 384
RU - Federazione Russa 270
CA - Canada 191
KR - Corea 161
GB - Regno Unito 154
FR - Francia 149
DE - Germania 140
SE - Svezia 138
LV - Lettonia 94
FI - Finlandia 93
BD - Bangladesh 73
JP - Giappone 66
HK - Hong Kong 65
NL - Olanda 64
IN - India 63
TR - Turchia 51
AU - Australia 48
AR - Argentina 42
CL - Cile 40
UA - Ucraina 38
ID - Indonesia 36
MX - Messico 36
DK - Danimarca 31
PT - Portogallo 31
ES - Italia 30
BE - Belgio 29
IQ - Iraq 29
AT - Austria 27
CH - Svizzera 27
IR - Iran 22
RS - Serbia 20
BG - Bulgaria 19
MY - Malesia 18
PL - Polonia 18
EC - Ecuador 17
CO - Colombia 16
PK - Pakistan 16
ZA - Sudafrica 16
IE - Irlanda 15
LT - Lituania 15
NZ - Nuova Zelanda 15
SI - Slovenia 15
PH - Filippine 13
GR - Grecia 10
JM - Giamaica 10
EG - Egitto 9
MA - Marocco 9
NO - Norvegia 9
NP - Nepal 9
PE - Perù 9
TW - Taiwan 8
EE - Estonia 7
KE - Kenya 7
MK - Macedonia 7
AE - Emirati Arabi Uniti 6
CR - Costa Rica 6
HR - Croazia 6
PY - Paraguay 6
DZ - Algeria 5
IL - Israele 5
JO - Giordania 5
SK - Slovacchia (Repubblica Slovacca) 5
VE - Venezuela 5
SA - Arabia Saudita 4
SV - El Salvador 4
XK - ???statistics.table.value.countryCode.XK??? 4
BF - Burkina Faso 3
HU - Ungheria 3
KZ - Kazakistan 3
LB - Libano 3
NI - Nicaragua 3
PA - Panama 3
AZ - Azerbaigian 2
BB - Barbados 2
BO - Bolivia 2
CY - Cipro 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
GT - Guatemala 2
HN - Honduras 2
KG - Kirghizistan 2
MD - Moldavia 2
RO - Romania 2
TH - Thailandia 2
TN - Tunisia 2
UY - Uruguay 2
YE - Yemen 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
BS - Bahamas 1
BZ - Belize 1
CG - Congo 1
ET - Etiopia 1
GA - Gabon 1
GP - Guadalupe 1
Totale 11.262
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Città #
Singapore 640
Ashburn 586
San Jose 521
Santa Clara 256
Chandler 242
Columbus 229
Dallas 175
Fairfield 163
Ho Chi Minh City 154
Seoul 143
Council Bluffs 137
Moscow 120
Hanoi 118
Milan 102
The Dalles 100
New York 95
Riga 94
Los Angeles 91
Trento 88
Beijing 87
Phoenix 87
Woodbridge 85
Houston 84
Jacksonville 82
Seattle 82
Lauterbourg 79
Ann Arbor 72
Cambridge 67
Wilmington 67
San Mateo 61
Toronto 56
Helsinki 53
Boardman 52
Hefei 52
Hong Kong 49
Princeton 46
Buffalo 44
Da Nang 42
São Paulo 42
St Louis 38
Chicago 35
Rome 34
Redondo Beach 29
Frankfurt am Main 28
London 28
North Bergen 26
Tokyo 26
Munich 25
Naples 25
Sydney 24
Vancouver 24
Brooklyn 23
Manchester 21
Salt Lake City 21
Atlanta 20
Ottawa 20
Santiago 20
Bologna 19
Bolzano 19
Brussels 19
Orem 19
Sofia 19
Verona 19
Lappeenranta 18
Nanjing 17
Vicenza 17
Istanbul 16
Riverside 16
Warsaw 16
Amsterdam 15
Denver 15
Florence 15
Guangzhou 15
Haiphong 15
Jakarta 15
San Francisco 15
Stockholm 15
Montreal 14
Washington 14
Belgrade 13
Dearborn 13
Kuala Lumpur 13
Secaucus 13
Stuttgart 13
Chennai 12
Ferno 12
Mexico City 11
Ninh Bình 11
Nuremberg 11
Zurich 11
Baghdad 10
Copenhagen 10
Corvallis 10
Falkenstein 10
L’Aquila 10
Quito 10
Rio de Janeiro 10
San Diego 10
Shanghai 10
Vaxjo 10
Totale 6.405
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Nome #
A Review of the State-of-the-Art International Guidelines for Seismic Design of Timber Structures 348
A proposal for a new Background Document of Chapter 8 of Eurocode 8 345
Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls 282
Structural Limitations in the Use of Earthquake-Resistant Proprietary Connections in Multi-Storey Clt Buildings: A Multi-Parametric Numerical Study 228
Capacity design approach for multi-storey timber-frame buildings 225
Acoustic Testing for the Preliminary Assessment of Timber Beams — A Pilot Study 215
The new provisions for the seismic design of timber buildings in Europe 213
A predictive analytical model for the elasto-plastic behaviour of a light timber-frame shear-wall 208
The Revision of the Timber Chapter of En1998-1-2, The New Generation of the Eurocode for Seismic Design of New Buildings 207
Seismic Protection Technologies 203
An Adaptable Prefabricated Timber Wall System for Social Emergency Contexts: A Self-Construction Participatory Approach in Santiago of Chile 203
A methodology to determine the seismic low-cycle fatigue strength of timber connections 194
Seismic elastic analysis of light timber-frame multi-storey buildings: proposal of an iterative approach 186
Shake table tests on a full-scale timber-frame building with gypsum fibre boards 184
Evaluation of the displacement ductility for the seismic design of light-frame wood buildings 176
Analytical, numerical and experimental assessment of vibration performance in timber floors 175
Duttilità e resistenza al degrado oligo-ciclico di connessioni nelle strutture in legno = Ductility capacity and low-cycle fatigue strength of timber connections 169
Assessment of timber floor vibration performance: A case study in Italy 166
Seismic behaviour of timber frame multi-storey buildings 165
On the Use of Sound Spectral Analysis for the In Situ Assessment of Structural Timber 165
Shake table test on 3-storey light-frame timber building 163
Seismic behaviour of Cross-Laminated Timber structures: A state-of-the-art review 160
Test sismici su tavola vibrante di un edificio a tre piani in legno a pannelli portanti intelaiati 156
EXPERIMENTAL CHARACTERIZATION OF STIFF ALUMINIUM CON¬NECTORS FOR MULTI-PANEL CLT SHEAR-WALLS 151
Seismic Design of a CLT Multi-Storey Building in Different Ductility Classes 151
The Timber Chapter Of The New Eurocode 8 – Part 1-2: New Features And Future Improvements 151
Analytical and numerical analysis of timber framed shear walls 149
Simplified Strategies for the Numerical Modelling of CLT Buildings Subjected to Lateral Loads 140
A Novel Hybrid Wooden Structural System for Multi-Storey Buildings in Seismic Prone Areas 137
Experimental campaign for the mechanical characterization of connection systems in the seismic design of timber buildings 133
Shaking table testing of a full-prefabricated three-storey timber framed building 132
Comparison of multi-storey cross-laminated timber and timber frame buildings by in situ modal analysis 132
Study of Timber-frame Building Seismic behaviour by Means of numerical modelling and Full-scale shake table testing 124
Multi-Parametric Evaluation of Innovative CLT Connections Developed for DFMA and DFD 114
Light-Frame Timber Shear-Walls with Diagonal Board Sheathing: Experimental and Numerical Investigation 112
A Proposal for Capacity-Based Design of Multi-Storey CLT Buildings 110
Structural Behaviour of Light-Frame Timber Shear-Walls with Diagonal board sheathing 109
The High-Ductility Class (Dc3) Design Procedure in the New Eurocode 8 for Clt Buildings: A Case Study 108
Investigating the in-plane rigid diaphragm conditions of Cross-Laminated Timber floors for seismic design 108
Investigating the Mechanical Behaviour of Multi-Panel Ballon-Type CLT Shearwallst through Full-Scale Tests 108
Adressing the Challenges in the Holistic Design of Taller Timber Buildings – Cost Action Helen 106
Interaction between Acoustics and Structural Engineering in Cross Laminated Timber Buildings 104
A Proposal for Evaluating the Lateral Dis-placements of Multi-Storey CLT Lateral Load Resisting Systems 103
Design of Multipanel CLT Shear Walls with Bidirectional Mechanical Anchors following Capacity-Based Design Principle 100
Lateral Deformation and Kinematic Modes of Multipanel Balloon-Type Clt Shearwall System 99
Analysis and Design Approaches for CLT Shearwalls Subjected to Lateral Loads 98
Revision of Testing Standards to Determine the Seismic Capacity of Timber Connections according to Eurocode 8 97
Verification of the Behaviour Factors Proposed in the Second Generation of Eurocode 8 for Cross-Laminated Timber Buildings 95
The Revision of the Timber Chapter of the EUROCODE 8 94
Experimental Validation of Proposed Capacity-Based Design Approaches for Multi-Panel Clt Shearwalls 93
Experimental Investigation of Dissipative Connections in Cross-laminated Timber Shearwalls 93
A Proposal for the Capacity-Design at Wall- and Building-Level in Light-Frame and Cross-Laminated Timber Buildings 92
Progetto TRE3: sistema ibrido a pareti intelaiate in legno per l’edilizia di emergenza 91
An Analytical Matrix Approach for the Prediction of the Elastic Lateral Displacements of CLT Platform-Type Lateral Load Resisting Systems 88
Structural Performance of a Hybrid Timber Wall System for Emergency Housing Facilities 88
null 88
Holistic Design of Taller Timber Buildings – Cost Action Helen (Ca20139) 87
Analytical Approach to Establishing the Elastic Behavior of Multipanel CLT Shear Walls Subjected to Lateral Loads 86
Una proposta di revisione del Capitolo 8 sulle strutture di legno dell’Eurocodice 8 85
Experimental Analysis of a New Connection System for CLT Structures 85
The New Version of Chapter 8 of Eurocode 8 85
Rigid or Flexible? A Numerical Investigation on the In-Plane Behaviour of CLT Floor Diaphragms 84
Investigating the Influence of Openings on the Mechanical Performance of Cross-Laminated Timber Shearwalls 84
An Analytical Model to Investigate the Effect of Diaphragms on the Elastic Behaviour of Multi-Storey Coupled-Panel Clt Shearwalls 83
Design Implications for CLT Shearwalls with Openings 83
A Design Model for Cross-Laminated Timber Shear Walls with Single Cut-Out Door Openings 82
Characterisation of the Rigid Diaphragm Conditions for Cross Laminated Timber Floors 81
An Upgrade of Existing Practice-Oriented FE Design Models for the Seismic Analysis of CLT Buildings 79
An Analytical Approach for Multi-Panel CLT Shearwalls Attached to the Base with Equally Spaced Anchors 78
CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling 78
Proposal for an Equivalent Frame Model for the Analysis of Multi-Storey Monolithic CLT Shearwalls 78
Gli edifici in legno a pareti portanti intelaiate applicazione pratica di progettazione in capacità 77
Experimental Characterization of the Multi-Directional Behaviour of Angle Brackets and Hold-Downs 77
Response Spectrum Analysis of light timber-frame buildings by means of an iterative approach 76
Kinematic Modes of CLT Single-Storey Shearwalls with Openings in the Inelastic Range 76
Experimental Investigation of Cross Laminated Timber Beams with Vertical Outer Layers 76
Mechanical Behaviour of Multi-Panel Cross Laminated Timber Shear-Walls with Stiff Connectors 75
Multipanel CLT Shearwalls: An Analytical Methodology to Predict the Elastic-Plastic Behaviour 74
Validation of Proposed Analytical Model and Design Procedures for Multi-Panel CLT Shearwalls through Experimental Investigation 74
Equivalent-Frame Model for Elastic Behaviour of Cross-Laminated Timber Walls with Openings 73
Shaking Table Tests on a Three-Storey Timber Building 73
The Effect of Bi-Axial Behaviour of Mechanical Anchors on the Lateral Response of Multi-Panel CLT Shearwalls 72
Periodo fondamentale di edifici X-Lam: analisi dinamiche elastiche –non lineari di tipo incrementale con input sismico a frequenza variabile 71
On the Distribution of Internal Forces in Single-Storey CLT Symmetric Shear-Walls with Openings 70
Experimental and Numerical Study on the Mechanical Behaviour of CLT Shearwalls with Openings 69
The TRE3 Research Project: A Hybrid Timber-Frame Wall System for Emergency Housing Facilities 68
The Role of Lintels and Parapets on the Mechanical Performance of Multi-Storey cross Laminated Timber Shearwalls with Openings 66
Failure Mechanisms in CLT Shearwalls with Cut-Out Openings 62
Numerical Study of Alternative Seismic-Resisting Systems for CLT Buildings 60
In-Plane Elastic Flexibility of Cross Laminated Timber Floor Diaphragms 60
Investigating the Kinematic Modes of CLT Shear-Walls with Openings 56
Investigating the Deformation Characteristics of Balloon-type CLT Shearwall 56
Influence of the Rocking Behavior of Shearwalls on the Fundamental Period of CLT Structures 54
Gli edifici in legno a pareti portanti intelaiate la progettazione in capacità 54
Experimental Tests on a Hybrid Timber-Frame Wall System 53
Predicting the Non-Linear Behaviour of Cross Laminated Timber Shearwalls with Cut-Out Openings 52
Experimental characterization of the seismic response of traditional hold-downs and angle brackets in CLT structures: A critical overview and an annotated catalogue 45
Analytical Model for Lateral Deflection of Multi-Storey Platform-Type CLT Shear Walls Accounting for Floor-Wall Interaction 45
Towards a Multi-Hazard Framework for the Design of Taller Timber Structures 37
null 36
Totale 11.509
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Categoria #
all - tutte 41.104
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.154
Totale 42.258
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022312 0 0 0 7 38 5 4 100 7 24 76 51
2022/2023453 53 66 11 78 36 70 5 38 52 13 22 9
2023/2024573 19 28 11 3 17 48 63 73 39 22 106 144
2024/20252.155 70 35 108 442 146 232 64 118 268 299 181 192
2025/20264.896 254 162 506 817 483 338 882 144 446 428 222 214
2026/20271.932 201 658 627 446 0 0 0 0 0 0 0 0
Totale 11.606