IRIS
Casagrande, Daniele
 Distribuzione geografica
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Continente #
NA - Nord America 3.578
AS - Asia 2.663
EU - Europa 1.990
SA - Sud America 490
OC - Oceania 63
AF - Africa 55
Continente sconosciuto - Info sul continente non disponibili 5
Totale 8.844
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Nazione #
US - Stati Uniti d'America 3.396
SG - Singapore 1.043
IT - Italia 673
CN - Cina 546
VN - Vietnam 489
BR - Brasile 367
RU - Federazione Russa 270
KR - Corea 161
FR - Francia 139
CA - Canada 135
GB - Regno Unito 126
DE - Germania 123
SE - Svezia 97
LV - Lettonia 94
FI - Finlandia 93
IN - India 60
HK - Hong Kong 56
JP - Giappone 55
AU - Australia 48
NL - Olanda 45
TR - Turchia 43
CL - Cile 39
UA - Ucraina 38
AR - Argentina 37
BD - Bangladesh 36
ID - Indonesia 35
MX - Messico 33
PT - Portogallo 31
IQ - Iraq 29
ES - Italia 28
AT - Austria 27
DK - Danimarca 25
BE - Belgio 24
CH - Svizzera 22
BG - Bulgaria 19
PL - Polonia 18
MY - Malesia 17
PK - Pakistan 16
ZA - Sudafrica 16
IE - Irlanda 15
IR - Iran 15
EC - Ecuador 14
LT - Lituania 14
NZ - Nuova Zelanda 14
SI - Slovenia 13
CO - Colombia 10
PH - Filippine 10
RS - Serbia 10
MA - Marocco 9
NO - Norvegia 9
EG - Egitto 8
GR - Grecia 8
PE - Perù 8
TW - Taiwan 8
KE - Kenya 7
MK - Macedonia 7
NP - Nepal 7
PY - Paraguay 6
AE - Emirati Arabi Uniti 5
DZ - Algeria 5
EE - Estonia 5
IL - Israele 5
JO - Giordania 5
VE - Venezuela 5
SA - Arabia Saudita 4
SK - Slovacchia (Repubblica Slovacca) 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
CR - Costa Rica 2
CY - Cipro 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
HR - Croazia 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
GT - Guatemala 1
HN - Honduras 1
KW - Kuwait 1
LK - Sri Lanka 1
NC - Nuova Caledonia 1
NG - Nigeria 1
NI - Nicaragua 1
SM - San Marino 1
Totale 8.840
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Città #
Singapore 624
Ashburn 340
San Jose 317
Chandler 242
Santa Clara 207
Fairfield 163
Dallas 155
Columbus 153
Ho Chi Minh City 153
Seoul 143
Moscow 120
Hanoi 117
The Dalles 100
Riga 94
Beijing 83
Woodbridge 83
Houston 80
Lauterbourg 79
Jacksonville 78
Seattle 76
New York 75
Trento 75
Ann Arbor 72
Cambridge 67
Wilmington 67
Los Angeles 65
San Mateo 61
Milan 60
Helsinki 53
Hefei 52
Toronto 46
Princeton 45
Da Nang 42
São Paulo 42
Boardman 41
Council Bluffs 41
Hong Kong 41
St Louis 38
Buffalo 35
Redondo Beach 29
Frankfurt am Main 27
London 26
North Bergen 26
Rome 26
Tokyo 26
Munich 24
Sydney 24
Chicago 21
Naples 21
Manchester 20
Brussels 19
Salt Lake City 19
Santiago 19
Sofia 19
Lappeenranta 18
Nanjing 17
Orem 17
Vicenza 17
Warsaw 16
Bolzano 15
Guangzhou 15
Haiphong 15
Jakarta 15
Vancouver 15
Verona 15
Bologna 14
Brooklyn 14
Ottawa 14
Stockholm 14
Amsterdam 13
Stuttgart 13
Atlanta 12
Chennai 12
Denver 12
Florence 12
Kuala Lumpur 12
Dearborn 11
Istanbul 11
Ninh Bình 11
Nuremberg 11
Baghdad 10
Corvallis 10
Falkenstein 10
Montreal 10
Phoenix 10
Rio de Janeiro 10
Vaxjo 10
Biên Hòa 9
Mexico City 9
Quito 9
Shanghai 9
Shenzhen 9
Trieste 9
Belgrade 8
Curitiba 8
Des Moines 8
Dhaka 8
Funchal 8
Padova 8
Palermo 8
Totale 5.312
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Nome #
A proposal for a new Background Document of Chapter 8 of Eurocode 8 325
Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls 263
Capacity design approach for multi-storey timber-frame buildings 213
Acoustic Testing for the Preliminary Assessment of Timber Beams — A Pilot Study 202
A predictive analytical model for the elasto-plastic behaviour of a light timber-frame shear-wall 193
Structural Limitations in the Use of Earthquake-Resistant Proprietary Connections in Multi-Storey Clt Buildings: A Multi-Parametric Numerical Study 192
The new provisions for the seismic design of timber buildings in Europe 191
A methodology to determine the seismic low-cycle fatigue strength of timber connections 181
An Adaptable Prefabricated Timber Wall System for Social Emergency Contexts: A Self-Construction Participatory Approach in Santiago of Chile 173
Seismic elastic analysis of light timber-frame multi-storey buildings: proposal of an iterative approach 172
Evaluation of the displacement ductility for the seismic design of light-frame wood buildings 165
Analytical, numerical and experimental assessment of vibration performance in timber floors 163
Shake table tests on a full-scale timber-frame building with gypsum fibre boards 160
The Revision of the Timber Chapter of En1998-1-2, The New Generation of the Eurocode for Seismic Design of New Buildings 159
Seismic behaviour of timber frame multi-storey buildings 155
Assessment of timber floor vibration performance: A case study in Italy 152
On the Use of Sound Spectral Analysis for the In Situ Assessment of Structural Timber 148
A Review of the State-of-the-Art International Guidelines for Seismic Design of Timber Structures 146
Shake table test on 3-storey light-frame timber building 144
Duttilità e resistenza al degrado oligo-ciclico di connessioni nelle strutture in legno = Ductility capacity and low-cycle fatigue strength of timber connections 144
Seismic behaviour of Cross-Laminated Timber structures: A state-of-the-art review 144
Test sismici su tavola vibrante di un edificio a tre piani in legno a pannelli portanti intelaiati 143
Analytical and numerical analysis of timber framed shear walls 135
EXPERIMENTAL CHARACTERIZATION OF STIFF ALUMINIUM CON¬NECTORS FOR MULTI-PANEL CLT SHEAR-WALLS 128
Seismic Design of a CLT Multi-Storey Building in Different Ductility Classes 121
Comparison of multi-storey cross-laminated timber and timber frame buildings by in situ modal analysis 121
Shaking table testing of a full-prefabricated three-storey timber framed building 117
Simplified Strategies for the Numerical Modelling of CLT Buildings Subjected to Lateral Loads 113
A Novel Hybrid Wooden Structural System for Multi-Storey Buildings in Seismic Prone Areas 98
A Proposal for Capacity-Based Design of Multi-Storey CLT Buildings 94
Experimental campaign for the mechanical characterization of connection systems in the seismic design of timber buildings 88
null 88
Interaction between Acoustics and Structural Engineering in Cross Laminated Timber Buildings 87
Investigating the Mechanical Behaviour of Multi-Panel Ballon-Type CLT Shearwallst through Full-Scale Tests 86
Structural Behaviour of Light-Frame Timber Shear-Walls with Diagonal board sheathing 81
Lateral Deformation and Kinematic Modes of Multipanel Balloon-Type Clt Shearwall System 81
Adressing the Challenges in the Holistic Design of Taller Timber Buildings – Cost Action Helen 81
Investigating the in-plane rigid diaphragm conditions of Cross-Laminated Timber floors for seismic design 81
Revision of Testing Standards to Determine the Seismic Capacity of Timber Connections according to Eurocode 8 81
A Proposal for Evaluating the Lateral Dis-placements of Multi-Storey CLT Lateral Load Resisting Systems 81
Analysis and Design Approaches for CLT Shearwalls Subjected to Lateral Loads 81
Design of Multipanel CLT Shear Walls with Bidirectional Mechanical Anchors following Capacity-Based Design Principle 80
Study of Timber-frame Building Seismic behaviour by Means of numerical modelling and Full-scale shake table testing 79
Progetto TRE3: sistema ibrido a pareti intelaiate in legno per l’edilizia di emergenza 78
The Revision of the Timber Chapter of the EUROCODE 8 76
Holistic Design of Taller Timber Buildings – Cost Action Helen (Ca20139) 75
Experimental Validation of Proposed Capacity-Based Design Approaches for Multi-Panel Clt Shearwalls 75
The Timber Chapter Of The New Eurocode 8 – Part 1-2: New Features And Future Improvements 74
Light-Frame Timber Shear-Walls with Diagonal Board Sheathing: Experimental and Numerical Investigation 74
Experimental Investigation of Dissipative Connections in Cross-laminated Timber Shearwalls 74
Experimental Analysis of a New Connection System for CLT Structures 72
Verification of the Behaviour Factors Proposed in the Second Generation of Eurocode 8 for Cross-Laminated Timber Buildings 72
An Analytical Model to Investigate the Effect of Diaphragms on the Elastic Behaviour of Multi-Storey Coupled-Panel Clt Shearwalls 71
Una proposta di revisione del Capitolo 8 sulle strutture di legno dell’Eurocodice 8 71
A Proposal for the Capacity-Design at Wall- and Building-Level in Light-Frame and Cross-Laminated Timber Buildings 71
An Analytical Matrix Approach for the Prediction of the Elastic Lateral Displacements of CLT Platform-Type Lateral Load Resisting Systems 70
Design Implications for CLT Shearwalls with Openings 70
Analytical Approach to Establishing the Elastic Behavior of Multipanel CLT Shear Walls Subjected to Lateral Loads 69
The New Version of Chapter 8 of Eurocode 8 67
Investigating the Influence of Openings on the Mechanical Performance of Cross-Laminated Timber Shearwalls 67
Experimental Characterization of the Multi-Directional Behaviour of Angle Brackets and Hold-Downs 66
CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling 65
Structural Performance of a Hybrid Timber Wall System for Emergency Housing Facilities 65
Proposal for an Equivalent Frame Model for the Analysis of Multi-Storey Monolithic CLT Shearwalls 64
Shaking Table Tests on a Three-Storey Timber Building 62
Multi-Parametric Evaluation of Innovative CLT Connections Developed for DFMA and DFD 61
An Upgrade of Existing Practice-Oriented FE Design Models for the Seismic Analysis of CLT Buildings 61
Rigid or Flexible? A Numerical Investigation on the In-Plane Behaviour of CLT Floor Diaphragms 61
Experimental Investigation of Cross Laminated Timber Beams with Vertical Outer Layers 61
Response Spectrum Analysis of light timber-frame buildings by means of an iterative approach 60
Validation of Proposed Analytical Model and Design Procedures for Multi-Panel CLT Shearwalls through Experimental Investigation 59
Periodo fondamentale di edifici X-Lam: analisi dinamiche elastiche –non lineari di tipo incrementale con input sismico a frequenza variabile 58
Multipanel CLT Shearwalls: An Analytical Methodology to Predict the Elastic-Plastic Behaviour 57
Gli edifici in legno a pareti portanti intelaiate applicazione pratica di progettazione in capacità 56
An Analytical Approach for Multi-Panel CLT Shearwalls Attached to the Base with Equally Spaced Anchors 56
Mechanical Behaviour of Multi-Panel Cross Laminated Timber Shear-Walls with Stiff Connectors 55
The High-Ductility Class (Dc3) Design Procedure in the New Eurocode 8 for Clt Buildings: A Case Study 53
The Effect of Bi-Axial Behaviour of Mechanical Anchors on the Lateral Response of Multi-Panel CLT Shearwalls 53
Kinematic Modes of CLT Single-Storey Shearwalls with Openings in the Inelastic Range 52
Characterisation of the Rigid Diaphragm Conditions for Cross Laminated Timber Floors 52
Experimental and Numerical Study on the Mechanical Behaviour of CLT Shearwalls with Openings 51
The TRE3 Research Project: A Hybrid Timber-Frame Wall System for Emergency Housing Facilities 50
A Design Model for Cross-Laminated Timber Shear Walls with Single Cut-Out Door Openings 50
Equivalent-Frame Model for Elastic Behaviour of Cross-Laminated Timber Walls with Openings 49
In-Plane Elastic Flexibility of Cross Laminated Timber Floor Diaphragms 49
On the Distribution of Internal Forces in Single-Storey CLT Symmetric Shear-Walls with Openings 48
Investigating the Kinematic Modes of CLT Shear-Walls with Openings 47
Failure Mechanisms in CLT Shearwalls with Cut-Out Openings 46
The Role of Lintels and Parapets on the Mechanical Performance of Multi-Storey cross Laminated Timber Shearwalls with Openings 45
Numerical Study of Alternative Seismic-Resisting Systems for CLT Buildings 45
Investigating the Deformation Characteristics of Balloon-type CLT Shearwall 45
Predicting the Non-Linear Behaviour of Cross Laminated Timber Shearwalls with Cut-Out Openings 43
Influence of the Rocking Behavior of Shearwalls on the Fundamental Period of CLT Structures 41
Experimental Tests on a Hybrid Timber-Frame Wall System 40
Gli edifici in legno a pareti portanti intelaiate la progettazione in capacità 38
null 36
Towards a Multi-Hazard Framework for the Design of Taller Timber Structures 29
Seismic Protection Technologies 26
Analytical Model for Lateral Deflection of Multi-Storey Platform-Type CLT Shear Walls Accounting for Floor-Wall Interaction 21
COST Action HELEN – Holistic Design of Taller Timber Buildings 20
Totale 9.152
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Categoria #
all - tutte 31.905
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 708
Totale 32.613
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/202160 0 0 0 0 0 0 0 0 0 20 14 26
2021/2022361 13 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
2025/20264.390 254 162 506 817 483 338 882 144 446 358 0 0
Totale 9.168