IRIS
Casagrande, Daniele
 Distribuzione geografica
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Continente #
NA - Nord America 2.864
AS - Asia 1.780
EU - Europa 1.650
SA - Sud America 436
OC - Oceania 58
AF - Africa 27
Continente sconosciuto - Info sul continente non disponibili 3
Totale 6.818
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Nazione #
US - Stati Uniti d'America 2.711
SG - Singapore 941
IT - Italia 573
CN - Cina 443
BR - Brasile 329
RU - Federazione Russa 268
VN - Vietnam 121
CA - Canada 119
GB - Regno Unito 106
DE - Germania 104
LV - Lettonia 93
SE - Svezia 89
FI - Finlandia 65
JP - Giappone 46
AU - Australia 45
FR - Francia 39
HK - Hong Kong 35
UA - Ucraina 34
AR - Argentina 33
CL - Cile 33
IN - India 33
NL - Olanda 33
ID - Indonesia 31
AT - Austria 27
TR - Turchia 26
ES - Italia 24
MX - Messico 24
PT - Portogallo 22
BE - Belgio 21
DK - Danimarca 20
KR - Corea 20
BD - Bangladesh 19
BG - Bulgaria 19
CH - Svizzera 17
EC - Ecuador 14
PL - Polonia 14
IE - Irlanda 12
IR - Iran 12
NZ - Nuova Zelanda 12
LT - Lituania 11
SI - Slovenia 11
MY - Malesia 10
RS - Serbia 9
ZA - Sudafrica 9
GR - Grecia 8
NO - Norvegia 8
PH - Filippine 8
CO - Colombia 7
MK - Macedonia 7
PE - Perù 7
PK - Pakistan 6
PY - Paraguay 6
EE - Estonia 5
IQ - Iraq 5
NP - Nepal 5
MA - Marocco 4
VE - Venezuela 4
BF - Burkina Faso 3
DZ - Algeria 3
EG - Egitto 3
IL - Israele 3
JO - Giordania 3
KE - Kenya 3
SK - Slovacchia (Repubblica Slovacca) 3
TW - Taiwan 3
AE - Emirati Arabi Uniti 2
CY - Cipro 2
CZ - Repubblica Ceca 2
DO - Repubblica Dominicana 2
HR - Croazia 2
PA - Panama 2
UY - Uruguay 2
XK - ???statistics.table.value.countryCode.XK??? 2
YE - Yemen 2
A2 - ???statistics.table.value.countryCode.A2??? 1
AL - Albania 1
AZ - Azerbaigian 1
BB - Barbados 1
BO - Bolivia 1
BZ - Belize 1
CR - Costa Rica 1
GT - Guatemala 1
HN - Honduras 1
KZ - Kazakistan 1
LK - Sri Lanka 1
MD - Moldavia 1
NC - Nuova Caledonia 1
NG - Nigeria 1
NI - Nicaragua 1
RO - Romania 1
SM - San Marino 1
TG - Togo 1
TH - Thailandia 1
Totale 6.818
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Città #
Singapore 585
Ashburn 274
Chandler 242
Santa Clara 195
Fairfield 163
Columbus 153
Dallas 153
Moscow 119
Riga 93
Woodbridge 83
Jacksonville 78
Houston 77
Seattle 75
Ann Arbor 72
Trento 71
Cambridge 67
Wilmington 67
Beijing 66
San Mateo 61
New York 55
Hefei 52
Los Angeles 52
Milan 50
Princeton 45
Ho Chi Minh City 44
Toronto 42
Boardman 41
São Paulo 35
Buffalo 34
Redondo Beach 29
Helsinki 28
Hong Kong 26
North Bergen 26
Munich 24
Sydney 23
London 22
Naples 21
Rome 21
Chicago 20
Tokyo 20
Brussels 19
Sofia 19
Frankfurt am Main 18
Hanoi 18
Nanjing 17
Santiago 17
Lappeenranta 16
Council Bluffs 15
The Dalles 15
Vicenza 15
Jakarta 14
Manchester 14
Ottawa 14
Bolzano 13
Salt Lake City 13
Brooklyn 12
Warsaw 12
Dearborn 11
Bologna 10
Corvallis 10
Falkenstein 10
Guangzhou 10
Stuttgart 10
Vancouver 10
Amsterdam 9
Atlanta 9
Denver 9
Montreal 9
Quito 9
Rio de Janeiro 9
Shenzhen 9
Stockholm 9
Chennai 8
Des Moines 8
Mexico City 8
Nuremberg 8
Padova 8
Palermo 8
Phoenix 8
San Diego 8
Vaxjo 8
Xi'an 8
Athens 7
Belgrade 7
Curitiba 7
Florence 7
Galway 7
Kyoto 7
Orem 7
Shanghai 7
Trabzon 7
Yongin-si 7
Altamura 6
Brasília 6
Christchurch 6
Concepción 6
Copenhagen 6
Gwanak-gu 6
Kuala Lumpur 6
Kunming 6
Totale 4.006
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Nome #
A proposal for a new Background Document of Chapter 8 of Eurocode 8 302
Proposal of an analytical procedure and a simplified numerical model for elastic response of single-storey timber shear-walls 239
Acoustic Testing for the Preliminary Assessment of Timber Beams — A Pilot Study 183
A predictive analytical model for the elasto-plastic behaviour of a light timber-frame shear-wall 179
Capacity design approach for multi-storey timber-frame buildings 169
The new provisions for the seismic design of timber buildings in Europe 169
A methodology to determine the seismic low-cycle fatigue strength of timber connections 159
Structural Limitations in the Use of Earthquake-Resistant Proprietary Connections in Multi-Storey Clt Buildings: A Multi-Parametric Numerical Study 157
Seismic elastic analysis of light timber-frame multi-storey buildings: proposal of an iterative approach 155
Analytical, numerical and experimental assessment of vibration performance in timber floors 152
Shake table tests on a full-scale timber-frame building with gypsum fibre boards 151
An Adaptable Prefabricated Timber Wall System for Social Emergency Contexts: A Self-Construction Participatory Approach in Santiago of Chile 146
Seismic behaviour of Cross-Laminated Timber structures: A state-of-the-art review 135
Assessment of timber floor vibration performance: A case study in Italy 133
Evaluation of the displacement ductility for the seismic design of light-frame wood buildings 133
On the Use of Sound Spectral Analysis for the In Situ Assessment of Structural Timber 133
Duttilità e resistenza al degrado oligo-ciclico di connessioni nelle strutture in legno = Ductility capacity and low-cycle fatigue strength of timber connections 132
The Revision of the Timber Chapter of En1998-1-2, The New Generation of the Eurocode for Seismic Design of New Buildings 130
Test sismici su tavola vibrante di un edificio a tre piani in legno a pannelli portanti intelaiati 121
Analytical and numerical analysis of timber framed shear walls 114
Seismic behaviour of timber frame multi-storey buildings 111
Comparison of multi-storey cross-laminated timber and timber frame buildings by in situ modal analysis 111
Simplified Strategies for the Numerical Modelling of CLT Buildings Subjected to Lateral Loads 100
Shake table test on 3-storey light-frame timber building 100
Shaking table testing of a full-prefabricated three-storey timber framed building 99
A Review of the State-of-the-Art International Guidelines for Seismic Design of Timber Structures 98
null 88
EXPERIMENTAL CHARACTERIZATION OF STIFF ALUMINIUM CON¬NECTORS FOR MULTI-PANEL CLT SHEAR-WALLS 84
Experimental campaign for the mechanical characterization of connection systems in the seismic design of timber buildings 72
Seismic Design of a CLT Multi-Storey Building in Different Ductility Classes 70
A Proposal for Capacity-Based Design of Multi-Storey CLT Buildings 68
Interaction between Acoustics and Structural Engineering in Cross Laminated Timber Buildings 67
Experimental Investigation of Dissipative Connections in Cross-laminated Timber Shearwalls 67
Revision of Testing Standards to Determine the Seismic Capacity of Timber Connections according to Eurocode 8 66
Experimental Validation of Proposed Capacity-Based Design Approaches for Multi-Panel Clt Shearwalls 63
A Proposal for Evaluating the Lateral Dis-placements of Multi-Storey CLT Lateral Load Resisting Systems 60
Analysis and Design Approaches for CLT Shearwalls Subjected to Lateral Loads 60
Investigating the in-plane rigid diaphragm conditions of Cross-Laminated Timber floors for seismic design 59
Lateral Deformation and Kinematic Modes of Multipanel Balloon-Type Clt Shearwall System 58
The Revision of the Timber Chapter of the EUROCODE 8 58
Experimental Characterization of the Multi-Directional Behaviour of Angle Brackets and Hold-Downs 58
Structural Behaviour of Light-Frame Timber Shear-Walls with Diagonal board sheathing 57
An Analytical Matrix Approach for the Prediction of the Elastic Lateral Displacements of CLT Platform-Type Lateral Load Resisting Systems 57
Proposal for an Equivalent Frame Model for the Analysis of Multi-Storey Monolithic CLT Shearwalls 57
Verification of the Behaviour Factors Proposed in the Second Generation of Eurocode 8 for Cross-Laminated Timber Buildings 57
Investigating the Influence of Openings on the Mechanical Performance of Cross-Laminated Timber Shearwalls 55
A Novel Hybrid Wooden Structural System for Multi-Storey Buildings in Seismic Prone Areas 54
Una proposta di revisione del Capitolo 8 sulle strutture di legno dell’Eurocodice 8 54
A Proposal for the Capacity-Design at Wall- and Building-Level in Light-Frame and Cross-Laminated Timber Buildings 53
Light-Frame Timber Shear-Walls with Diagonal Board Sheathing: Experimental and Numerical Investigation 53
An Analytical Model to Investigate the Effect of Diaphragms on the Elastic Behaviour of Multi-Storey Coupled-Panel Clt Shearwalls 52
The New Version of Chapter 8 of Eurocode 8 52
Design Implications for CLT Shearwalls with Openings 51
Progetto TRE3: sistema ibrido a pareti intelaiate in legno per l’edilizia di emergenza 50
Response Spectrum Analysis of light timber-frame buildings by means of an iterative approach 50
Study of Timber-frame Building Seismic behaviour by Means of numerical modelling and Full-scale shake table testing 50
Adressing the Challenges in the Holistic Design of Taller Timber Buildings – Cost Action Helen 49
An Upgrade of Existing Practice-Oriented FE Design Models for the Seismic Analysis of CLT Buildings 49
Shaking Table Tests on a Three-Storey Timber Building 49
Validation of Proposed Analytical Model and Design Procedures for Multi-Panel CLT Shearwalls through Experimental Investigation 48
Rigid or Flexible? A Numerical Investigation on the In-Plane Behaviour of CLT Floor Diaphragms 46
Structural Performance of a Hybrid Timber Wall System for Emergency Housing Facilities 45
Experimental Investigation of Cross Laminated Timber Beams with Vertical Outer Layers 44
An Analytical Approach for Multi-Panel CLT Shearwalls Attached to the Base with Equally Spaced Anchors 43
CLT Shear Walls Anchored with Shear-Tension Angle Brackets: Experimental Tests and Finite-Element Modeling 43
Analytical Approach to Establishing the Elastic Behavior of Multipanel CLT Shear Walls Subjected to Lateral Loads 43
Multipanel CLT Shearwalls: An Analytical Methodology to Predict the Elastic-Plastic Behaviour 42
Design of Multipanel CLT Shear Walls with Bidirectional Mechanical Anchors following Capacity-Based Design Principle 42
The Effect of Bi-Axial Behaviour of Mechanical Anchors on the Lateral Response of Multi-Panel CLT Shearwalls 40
Investigating the Mechanical Behaviour of Multi-Panel Ballon-Type CLT Shearwallst through Full-Scale Tests 40
In-Plane Elastic Flexibility of Cross Laminated Timber Floor Diaphragms 40
The Timber Chapter Of The New Eurocode 8 – Part 1-2: New Features And Future Improvements 39
Multi-Parametric Evaluation of Innovative CLT Connections Developed for DFMA and DFD 38
Periodo fondamentale di edifici X-Lam: analisi dinamiche elastiche –non lineari di tipo incrementale con input sismico a frequenza variabile 38
Experimental Analysis of a New Connection System for CLT Structures 38
The Role of Lintels and Parapets on the Mechanical Performance of Multi-Storey cross Laminated Timber Shearwalls with Openings 37
Holistic Design of Taller Timber Buildings – Cost Action Helen (Ca20139) 37
Investigating the Kinematic Modes of CLT Shear-Walls with Openings 36
The High-Ductility Class (Dc3) Design Procedure in the New Eurocode 8 for Clt Buildings: A Case Study 36
Equivalent-Frame Model for Elastic Behaviour of Cross-Laminated Timber Walls with Openings 36
null 36
Gli edifici in legno a pareti portanti intelaiate applicazione pratica di progettazione in capacità 35
The TRE3 Research Project: A Hybrid Timber-Frame Wall System for Emergency Housing Facilities 35
Investigating the Deformation Characteristics of Balloon-type CLT Shearwall 35
Mechanical Behaviour of Multi-Panel Cross Laminated Timber Shear-Walls with Stiff Connectors 34
Experimental and Numerical Study on the Mechanical Behaviour of CLT Shearwalls with Openings 33
Failure Mechanisms in CLT Shearwalls with Cut-Out Openings 32
Characterisation of the Rigid Diaphragm Conditions for Cross Laminated Timber Floors 31
On the Distribution of Internal Forces in Single-Storey CLT Symmetric Shear-Walls with Openings 30
Numerical Study of Alternative Seismic-Resisting Systems for CLT Buildings 29
A Design Model for Cross-Laminated Timber Shear Walls with Single Cut-Out Door Openings 29
Experimental Tests on a Hybrid Timber-Frame Wall System 29
Gli edifici in legno a pareti portanti intelaiate la progettazione in capacità 28
Kinematic Modes of CLT Single-Storey Shearwalls with Openings in the Inelastic Range 25
Influence of the Rocking Behavior of Shearwalls on the Fundamental Period of CLT Structures 25
Predicting the Non-Linear Behaviour of Cross Laminated Timber Shearwalls with Cut-Out Openings 24
Seismic Protection Technologies 15
Towards a Multi-Hazard Framework for the Design of Taller Timber Structures 15
Experimental and Numerical Analysis on Light-Frame Timber Shear-Walls Coupled with Self-Centering Steel Cables 4
Analytical Model for Lateral Deflection of Multi-Storey Platform-Type CLT Shear Walls Accounting for Floor-Wall Interaction 4
Totale 7.137
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Categoria #
all - tutte 28.051
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 608
Totale 28.659
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021144 0 0 0 0 0 32 16 22 14 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
2025/20262.359 254 162 506 817 483 137 0 0 0 0 0 0
Totale 7.137