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10 records – page 1 of 1.

Accommodating Shrinkage in Multi-Story Wood-Frame Structures

https://research.thinkwood.com/en/permalink/catalogue712
Year of Publication
2017
Topic
Design and Systems
Moisture
Material
Light Frame (Lumber+Panels)
Application
Wood Building Systems

Analytical and Experimental Lateral-Load Response of Self-Centering Posttensioned CLT Walls

https://research.thinkwood.com/en/permalink/catalogue1248
Year of Publication
2017
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Tugce Akbas
Richard Sause
James Ricles
Ryan Ganey
Jeffrey Berman
Sarah Loftus
Daniel Dolan
Shiling Pei
John van de Lindt
Hans-Erik Blomgren
Publisher
American Society of Civil Engineers
Year of Publication
2017
Country of Publication
United States
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Mechanical Properties
Keywords
Lateral Loads
Self-Centering
Post-Tensioned
Cyclic Loading Tests
Limit States
Numerical Model
Language
English
Research Status
Complete
Series
Journal of Structural Engineering
Abstract
A cross-laminated timber (CLT) panel is a heavy timber structural component fabricated by laminating layers of timber boards in an orthogonal pattern. This paper presents a study of the lateral-load response of self-centering (SC) posttensioned CLT structural walls (i.e., SC-CLT walls)...
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An Analytical Formulation of Q-Factor for Mid-Rise CLT Buildings based on Parametric Numerical Analyses

https://research.thinkwood.com/en/permalink/catalogue1408
Year of Publication
2017
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Luca Pozza
Davide Trutalli
Publisher
Springer Netherlands
Year of Publication
2017
Country of Publication
Netherlands
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Seismic
Keywords
Dissipative Capacity
Q Factor
Geometry
Assembly
Dynamic Analysis
Parametric Study
Language
English
Research Status
Complete
Series
Bulletin of Earthquake Engineering
ISSN
1573-1456
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An Empirical Model for Predicting the Mechanical Properties Degradation of Bamboo Bundle Laminated Veneer Lumber (BLVL) by Hygrothermal Aging Treatment

https://research.thinkwood.com/en/permalink/catalogue1405
Year of Publication
2017
Topic
Serviceability
Mechanical Properties
Material
Other Materials
Application
General Application
Author
Haidong Li
Fuming Chen
Yu Xian
Jianchao Deng
Ge Wang
Haitao Cheng
Publisher
Springer Berlin Heidelberg
Year of Publication
2017
Country of Publication
Germany
Format
Journal Article
Material
Other Materials
Application
General Application
Topic
Serviceability
Mechanical Properties
Keywords
Degradation
Computed Tomography
MOE
MOR
Temperature
Failure
Bamboo
Language
English
Research Status
Complete
Series
European Journal of Wood and Wood Products
ISSN
1436-736X
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Basis of Design - Performance-Based Design and Structural CD Drawings for Framework Office Building in Portland, OR

https://research.thinkwood.com/en/permalink/catalogue1827
Year of Publication
2017
Topic
Design and Systems
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
General Application
Wood Building Systems
Organization
KPFF Consulting Engineers
Year of Publication
2017
Country of Publication
United States
Format
Report
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
General Application
Wood Building Systems
Topic
Design and Systems
Keywords
Structural
Wind Load
Sustainability
Reliability
Seismic
Earthquake Resistance
Serviceability
Design
Language
English
Research Status
Complete
Series
Framework: An Urban + Rural Design
Notes
Document includes 100% CD construction drawings
Abstract
This document outlines the basis of design for the performance-based design and nonlinear response history analysis of the Framework Project in Portland, OR. Performance-based design is pursued for this project because the proposed lateral force-resisting system, consisting of post-tensioned rocking cross-laminated timber (CLT) walls is not included in ASCE/SEI 7-10 Table 12.2-1.
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Behavior of Cross-Laminated Timber Diaphragm Panel-to-Panel Connections with Self-Tapping Screws

https://research.thinkwood.com/en/permalink/catalogue1422
Year of Publication
2017
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems

Bonding Quality of Industrially Produced Cross-Laminated Timber (CLT) as Determined in Delamination Tests

https://research.thinkwood.com/en/permalink/catalogue1346
Year of Publication
2017
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Markus Knorz
Stefan Torno
Jan-Willem Van de Kuilen
Publisher
ScienceDirect
Year of Publication
2017
Country of Publication
Netherlands
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Keywords
Delamination
Spruce
Number of Layers
Layer Thickness
Shape
Language
English
Research Status
Complete
Series
Construction and Building Materials
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Bonding Strength Test Method Assessment for Cross-Laminated Timber Derived Stressed-Skin Panels (CLT SSP)

https://research.thinkwood.com/en/permalink/catalogue1404
Year of Publication
2017
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Emilio Luengo
Eva Hermoso
Juan Carlos Cabrero
Francisco Arriaga
Publisher
Springer Netherlands
Year of Publication
2017
Country of Publication
Netherlands
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Keywords
Stressed-Skin Panels
Shear Strength
Glue Lines
Shear Tests
Bending Tests
Bonding
Language
English
Research Status
Complete
Series
Materials and Structures
ISSN
1871-6873
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Capacity-Based Design for Cross-Laminated Timber Buildings

https://research.thinkwood.com/en/permalink/catalogue1255
Year of Publication
2017
Topic
Mechanical Properties
Connections
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Shear Walls
Author
Md Shahnewaz
Thomas Tannert
Shahria Alam
Marjan Popovski
Organization
Structures Congress
Publisher
American Society of Civil Engineers
Year of Publication
2017
Country of Publication
United States
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Shear Walls
Topic
Mechanical Properties
Connections
Keywords
In-Plane Stiffness
Strength
Non-Linear Springs
Finite Element Analysis
Hysteretic Behaviour
Cyclic Loading
Language
English
Conference
Structures Congress 2017
Research Status
Complete
Notes
April 6–8, 2017, Denver, Colorado
Abstract
The use of cross-laminated timber (CLT) in residential and non-residential buildings is becoming increasingly popular in North America. While the 2016 supplement to the 2014 edition of the Canadian Standard for Engineering Design in Wood, CSAO86, provides provisions for CLT structures used in platform type applications, it does not provide guidance for the in-plane...
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Carbon Fiber–Reinforced Polymer Reinforcement for Rotational Behavior of Bolted Glulam Beam-to-Column Connections

https://research.thinkwood.com/en/permalink/catalogue1250
Year of Publication
2017
Topic
Design and Systems
Mechanical Properties
Connections
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Author
Xiaobin Song
Yurong Ma
Xianglin Gu
Mingqian Wang
Publisher
American Society of Civil Engineers
Year of Publication
2017
Country of Publication
United States
Format
Journal Article
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Topic
Design and Systems
Mechanical Properties
Connections
Keywords
Carbon Fiber Reinforced Polymer
Reinforcement
Beam-to-Column
Monotonic Loading
Stiffness
Ductility
Moment Resistance
Tensile Strength
Language
English
Research Status
Complete
Series
Journal of Composites for Construction
Abstract
This paper presents the results of an experimental study on the use of carbon fiber–reinforced polymer sheets as reinforcement for the rotational behavior of bolted glulam beam-to-column connections. Monotonic loading was applied on connection specimens to identify their stiffness, ductility, and maximum moment resistance values. Material property...
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10 records – page 1 of 1.