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5 records – page 1 of 1.

Assessing the Seismic Performance of Screws Used in Timber Structures by Means of Cyclic Bending Tests

https://research.thinkwood.com/en/permalink/catalogue1946
Year of Publication
2018
Topic
Connections
Seismic
Material
Timber (unspecified)
Application
Walls
Floors
Author
Matteo Izzi
Andrea Polastri
Flavio Nebiolo
Chiara Luzzani
Year of Publication
2018
Country of Publication
Korea
Format
Conference Paper
Material
Timber (unspecified)
Application
Walls
Floors
Topic
Connections
Seismic
Keywords
Screws
Bending Tests
Ductility
Monotonic Tests
Reverse Cyclic Test
Seismic Performance
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 20-23, 2018, Seoul, Republic of Korea
Online Access
Free
Resource Link
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Investigating the Hysteretic Behavior of Cross-Laminated Timber Wall Systems due to Connections

https://research.thinkwood.com/en/permalink/catalogue1230
Year of Publication
2018
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Matteo Izzi
Andrea Polastri
Massimo Fragiacomo
Publisher
American Society of Civil Engineers
Year of Publication
2018
Country of Publication
United States
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Connections
Mechanical Properties
Keywords
Numerical Model
Mechanical Behavior
Failure Mechanisms
Anchoring
Joints
Load-Displacement
Energy Dissipation
Language
English
Research Status
Complete
Series
Journal of Structural Engineering
Abstract
Cross-laminated timber (CLT) wall systems are composed of massive timber panels that are fastened together and to the horizontal elements (foundations or intermediate floors) with step joints and mechanical connections. Due to the high in-plane stiffness of CLT, the shear response of such systems depends strongly on the connections used...
Online Access
Payment Required
Resource Link
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Modelling the Mechanical Behaviour of Typical Wall-to-Floor Connection Systems for Cross-Laminated Timber Structures

https://research.thinkwood.com/en/permalink/catalogue1302
Year of Publication
2018
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application

Numerical Modelling of Steel-to-Timber Joints and Connectors for CLT Structures

https://research.thinkwood.com/en/permalink/catalogue1604
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Matteo Izzi
Giovanni Rinaldin
Massimo Fragiacomo
Andrea Polastri
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Strength
Shear Tests
Steel-to-Timber
Joints
Nails
Hysteretic Model
Stochastic Approach
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 2032-2040
Abstract
The mechanical behaviour of steel-to-timber joints with annular-ringed shank nails is investigated using numerical modelling and a component approach. These joints are used in Cross-Laminated Timber (CLT) buildings to anchor metal connectors such as hold-downs and angle brackets to the timber panels...
Online Access
Free
Resource Link
Less detail

Seismic Behaviour of Cross-Laminated Timber Structures: A State-of-the-Art Review

https://research.thinkwood.com/en/permalink/catalogue1284
Year of Publication
2018
Topic
Mechanical Properties
Seismic
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Matteo Izzi
Daniele Casagrande
Stefano Bezzi
Dag Pasca
Maurizio Follesa
Roberto Tomasi
Publisher
ScienceDirect
Year of Publication
2018
Country of Publication
Netherlands
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Seismic
Keywords
Seismic Behaviour
Finite Element Model
Q Factor
Capacity-Based Design
Language
English
Research Status
Complete
Series
Engineering Structures
Online Access
Payment Required
Resource Link
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