IRIS
Casagrande, Daniele
 Distribuzione geografica
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Continente #
NA - Nord America 4.553
AS - Asia 2.774
EU - Europa 2.214
SA - Sud America 499
Continente sconosciuto - Info sul continente non disponibili 333
OC - Oceania 63
AF - Africa 56
Totale 10.492
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Nazione #
US - Stati Uniti d'America 4.327
SG - Singapore 1.065
IT - Italia 824
CN - Cina 562
VN - Vietnam 492
BR - Brasile 372
RU - Federazione Russa 270
CA - Canada 163
KR - Corea 161
FR - Francia 145
GB - Regno Unito 136
DE - Germania 128
SE - Svezia 112
LV - Lettonia 94
FI - Finlandia 93
BD - Bangladesh 71
HK - Hong Kong 65
JP - Giappone 65
IN - India 62
NL - Olanda 57
AU - Australia 48
TR - Turchia 48
AR - Argentina 40
CL - Cile 40
UA - Ucraina 38
ID - Indonesia 35
MX - Messico 35
PT - Portogallo 31
DK - Danimarca 30
ES - Italia 29
IQ - Iraq 29
AT - Austria 27
BE - Belgio 25
CH - Svizzera 25
IR - Iran 22
BG - Bulgaria 19
PL - Polonia 18
MY - Malesia 17
RS - Serbia 17
PK - Pakistan 16
ZA - Sudafrica 16
IE - Irlanda 15
EC - Ecuador 14
LT - Lituania 14
NZ - Nuova Zelanda 14
SI - Slovenia 13
CO - Colombia 10
GR - Grecia 10
PH - Filippine 10
EG - Egitto 9
MA - Marocco 9
NO - Norvegia 9
NP - Nepal 9
PE - Perù 8
TW - Taiwan 8
KE - Kenya 7
MK - Macedonia 7
HR - Croazia 6
PY - Paraguay 6
AE - Emirati Arabi Uniti 5
DZ - Algeria 5
EE - Estonia 5
IL - Israele 5
JM - Giamaica 5
JO - Giordania 5
SK - Slovacchia (Repubblica Slovacca) 5
VE - Venezuela 5
CR - Costa Rica 4
SA - Arabia Saudita 4
SV - El Salvador 4
XK - ???statistics.table.value.countryCode.XK??? 4
BF - Burkina Faso 3
HU - Ungheria 3
LB - Libano 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
KZ - Kazakistan 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
BZ - Belize 1
CG - Congo 1
ET - Etiopia 1
GP - Guadalupe 1
KW - Kuwait 1
LC - Santa Lucia 1
LK - Sri Lanka 1
Totale 10.156
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Città #
Singapore 638
Ashburn 410
San Jose 391
Chandler 242
Santa Clara 237
Columbus 225
Dallas 168
Fairfield 163
Ho Chi Minh City 153
Seoul 143
Council Bluffs 134
Moscow 120
Hanoi 118
The Dalles 100
Riga 94
New York 88
Beijing 87
Trento 86
Houston 84
Los Angeles 83
Woodbridge 83
Milan 81
Jacksonville 80
Lauterbourg 79
Seattle 78
Ann Arbor 72
Cambridge 67
Wilmington 67
San Mateo 61
Toronto 56
Helsinki 53
Boardman 52
Hefei 52
Hong Kong 49
Princeton 45
Buffalo 42
Da Nang 42
São Paulo 42
St Louis 38
Rome 32
Redondo Beach 29
Frankfurt am Main 27
Chicago 26
London 26
North Bergen 26
Tokyo 26
Munich 25
Naples 24
Sydney 24
Manchester 20
Santiago 20
Brussels 19
Orem 19
Ottawa 19
Salt Lake City 19
Sofia 19
Lappeenranta 18
Bolzano 17
Nanjing 17
Vicenza 17
Bologna 16
Brooklyn 16
Vancouver 16
Verona 16
Warsaw 16
Atlanta 15
Florence 15
Guangzhou 15
Haiphong 15
Istanbul 15
Jakarta 15
Denver 14
Stockholm 14
Amsterdam 13
San Francisco 13
Stuttgart 13
Chennai 12
Dearborn 12
Ferno 12
Kuala Lumpur 12
Belgrade 11
Mexico City 11
Ninh Bình 11
Nuremberg 11
Phoenix 11
Zurich 11
Baghdad 10
Copenhagen 10
Corvallis 10
Falkenstein 10
L’Aquila 10
Montreal 10
Rio de Janeiro 10
San Diego 10
Shanghai 10
Vaxjo 10
Athens 9
Birmingham 9
Biên Hòa 9
Kyoto 9
Totale 5.859
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Nome #
A proposal for a new Background Document of Chapter 8 of Eurocode 8 337
A Review of the State-of-the-Art International Guidelines for Seismic Design of Timber Structures 335
Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls 271
Capacity design approach for multi-storey timber-frame buildings 219
Structural Limitations in the Use of Earthquake-Resistant Proprietary Connections in Multi-Storey Clt Buildings: A Multi-Parametric Numerical Study 209
Acoustic Testing for the Preliminary Assessment of Timber Beams — A Pilot Study 209
A predictive analytical model for the elasto-plastic behaviour of a light timber-frame shear-wall 202
The new provisions for the seismic design of timber buildings in Europe 200
Seismic Protection Technologies 196
The Revision of the Timber Chapter of En1998-1-2, The New Generation of the Eurocode for Seismic Design of New Buildings 193
A methodology to determine the seismic low-cycle fatigue strength of timber connections 188
An Adaptable Prefabricated Timber Wall System for Social Emergency Contexts: A Self-Construction Participatory Approach in Santiago of Chile 183
Seismic elastic analysis of light timber-frame multi-storey buildings: proposal of an iterative approach 178
Analytical, numerical and experimental assessment of vibration performance in timber floors 172
Shake table tests on a full-scale timber-frame building with gypsum fibre boards 171
Evaluation of the displacement ductility for the seismic design of light-frame wood buildings 169
Seismic behaviour of timber frame multi-storey buildings 159
Assessment of timber floor vibration performance: A case study in Italy 156
On the Use of Sound Spectral Analysis for the In Situ Assessment of Structural Timber 155
Seismic behaviour of Cross-Laminated Timber structures: A state-of-the-art review 154
Shake table test on 3-storey light-frame timber building 153
Duttilità e resistenza al degrado oligo-ciclico di connessioni nelle strutture in legno = Ductility capacity and low-cycle fatigue strength of timber connections 152
Test sismici su tavola vibrante di un edificio a tre piani in legno a pannelli portanti intelaiati 147
EXPERIMENTAL CHARACTERIZATION OF STIFF ALUMINIUM CON¬NECTORS FOR MULTI-PANEL CLT SHEAR-WALLS 141
Analytical and numerical analysis of timber framed shear walls 139
Seismic Design of a CLT Multi-Storey Building in Different Ductility Classes 131
The Timber Chapter Of The New Eurocode 8 – Part 1-2: New Features And Future Improvements 130
Comparison of multi-storey cross-laminated timber and timber frame buildings by in situ modal analysis 125
Simplified Strategies for the Numerical Modelling of CLT Buildings Subjected to Lateral Loads 122
A Novel Hybrid Wooden Structural System for Multi-Storey Buildings in Seismic Prone Areas 121
Shaking table testing of a full-prefabricated three-storey timber framed building 121
Experimental campaign for the mechanical characterization of connection systems in the seismic design of timber buildings 111
A Proposal for Capacity-Based Design of Multi-Storey CLT Buildings 101
Study of Timber-frame Building Seismic behaviour by Means of numerical modelling and Full-scale shake table testing 100
Structural Behaviour of Light-Frame Timber Shear-Walls with Diagonal board sheathing 99
Light-Frame Timber Shear-Walls with Diagonal Board Sheathing: Experimental and Numerical Investigation 99
Investigating the Mechanical Behaviour of Multi-Panel Ballon-Type CLT Shearwallst through Full-Scale Tests 98
Multi-Parametric Evaluation of Innovative CLT Connections Developed for DFMA and DFD 95
Adressing the Challenges in the Holistic Design of Taller Timber Buildings – Cost Action Helen 95
Investigating the in-plane rigid diaphragm conditions of Cross-Laminated Timber floors for seismic design 95
Interaction between Acoustics and Structural Engineering in Cross Laminated Timber Buildings 94
The High-Ductility Class (Dc3) Design Procedure in the New Eurocode 8 for Clt Buildings: A Case Study 94
Lateral Deformation and Kinematic Modes of Multipanel Balloon-Type Clt Shearwall System 90
Design of Multipanel CLT Shear Walls with Bidirectional Mechanical Anchors following Capacity-Based Design Principle 89
A Proposal for Evaluating the Lateral Dis-placements of Multi-Storey CLT Lateral Load Resisting Systems 89
Analysis and Design Approaches for CLT Shearwalls Subjected to Lateral Loads 89
null 88
Experimental Investigation of Dissipative Connections in Cross-laminated Timber Shearwalls 86
Revision of Testing Standards to Determine the Seismic Capacity of Timber Connections according to Eurocode 8 85
A Proposal for the Capacity-Design at Wall- and Building-Level in Light-Frame and Cross-Laminated Timber Buildings 84
Verification of the Behaviour Factors Proposed in the Second Generation of Eurocode 8 for Cross-Laminated Timber Buildings 83
Progetto TRE3: sistema ibrido a pareti intelaiate in legno per l’edilizia di emergenza 82
Experimental Validation of Proposed Capacity-Based Design Approaches for Multi-Panel Clt Shearwalls 81
The Revision of the Timber Chapter of the EUROCODE 8 79
Analytical Approach to Establishing the Elastic Behavior of Multipanel CLT Shear Walls Subjected to Lateral Loads 79
Holistic Design of Taller Timber Buildings – Cost Action Helen (Ca20139) 79
Experimental Analysis of a New Connection System for CLT Structures 78
Una proposta di revisione del Capitolo 8 sulle strutture di legno dell’Eurocodice 8 76
Investigating the Influence of Openings on the Mechanical Performance of Cross-Laminated Timber Shearwalls 76
Design Implications for CLT Shearwalls with Openings 76
The New Version of Chapter 8 of Eurocode 8 74
An Analytical Model to Investigate the Effect of Diaphragms on the Elastic Behaviour of Multi-Storey Coupled-Panel Clt Shearwalls 73
An Analytical Matrix Approach for the Prediction of the Elastic Lateral Displacements of CLT Platform-Type Lateral Load Resisting Systems 73
Structural Performance of a Hybrid Timber Wall System for Emergency Housing Facilities 73
Experimental Characterization of the Multi-Directional Behaviour of Angle Brackets and Hold-Downs 73
CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling 71
Rigid or Flexible? A Numerical Investigation on the In-Plane Behaviour of CLT Floor Diaphragms 70
Proposal for an Equivalent Frame Model for the Analysis of Multi-Storey Monolithic CLT Shearwalls 70
Experimental Investigation of Cross Laminated Timber Beams with Vertical Outer Layers 69
Gli edifici in legno a pareti portanti intelaiate applicazione pratica di progettazione in capacità 68
Multipanel CLT Shearwalls: An Analytical Methodology to Predict the Elastic-Plastic Behaviour 68
An Upgrade of Existing Practice-Oriented FE Design Models for the Seismic Analysis of CLT Buildings 68
Response Spectrum Analysis of light timber-frame buildings by means of an iterative approach 67
Kinematic Modes of CLT Single-Storey Shearwalls with Openings in the Inelastic Range 67
Mechanical Behaviour of Multi-Panel Cross Laminated Timber Shear-Walls with Stiff Connectors 66
An Analytical Approach for Multi-Panel CLT Shearwalls Attached to the Base with Equally Spaced Anchors 64
The Effect of Bi-Axial Behaviour of Mechanical Anchors on the Lateral Response of Multi-Panel CLT Shearwalls 64
Shaking Table Tests on a Three-Storey Timber Building 64
Validation of Proposed Analytical Model and Design Procedures for Multi-Panel CLT Shearwalls through Experimental Investigation 63
A Design Model for Cross-Laminated Timber Shear Walls with Single Cut-Out Door Openings 63
Characterisation of the Rigid Diaphragm Conditions for Cross Laminated Timber Floors 61
On the Distribution of Internal Forces in Single-Storey CLT Symmetric Shear-Walls with Openings 60
Periodo fondamentale di edifici X-Lam: analisi dinamiche elastiche –non lineari di tipo incrementale con input sismico a frequenza variabile 60
Equivalent-Frame Model for Elastic Behaviour of Cross-Laminated Timber Walls with Openings 60
Experimental and Numerical Study on the Mechanical Behaviour of CLT Shearwalls with Openings 58
The TRE3 Research Project: A Hybrid Timber-Frame Wall System for Emergency Housing Facilities 54
Failure Mechanisms in CLT Shearwalls with Cut-Out Openings 54
In-Plane Elastic Flexibility of Cross Laminated Timber Floor Diaphragms 54
The Role of Lintels and Parapets on the Mechanical Performance of Multi-Storey cross Laminated Timber Shearwalls with Openings 51
Numerical Study of Alternative Seismic-Resisting Systems for CLT Buildings 50
Investigating the Kinematic Modes of CLT Shear-Walls with Openings 49
Predicting the Non-Linear Behaviour of Cross Laminated Timber Shearwalls with Cut-Out Openings 48
Investigating the Deformation Characteristics of Balloon-type CLT Shearwall 47
Influence of the Rocking Behavior of Shearwalls on the Fundamental Period of CLT Structures 46
Experimental Tests on a Hybrid Timber-Frame Wall System 46
Gli edifici in legno a pareti portanti intelaiate la progettazione in capacità 44
null 36
Towards a Multi-Hazard Framework for the Design of Taller Timber Structures 33
Analytical Model for Lateral Deflection of Multi-Storey Platform-Type CLT Shear Walls Accounting for Floor-Wall Interaction 27
Experimental characterization of the seismic response of traditional hold-downs and angle brackets in CLT structures: A critical overview and an annotated catalogue 25
Totale 10.439
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Categoria #
all - tutte 38.065
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.044
Totale 39.109
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022348 0 19 17 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
2026/2027818 201 617 0 0 0 0 0 0 0 0 0 0
Totale 10.492