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13 records – page 1 of 2.

Design of Multiple Bolted Connections for Laminated Veneer Lumber

https://research.thinkwood.com/en/permalink/catalogue252
Year of Publication
2014
Topic
Connections
Design and Systems
Material
Glulam (Glue-Laminated Timber)
LVL (Laminated Veneer Lumber)
Application
General Application

Durable Timber Bridges - Final Report and Guidelines

https://research.thinkwood.com/en/permalink/catalogue2133
Year of Publication
2017
Topic
Design and Systems
Moisture
Serviceability
Material
Timber (unspecified)
Glulam (Glue-Laminated Timber)
Application
Bridges and Spans

Encapsulated Mass Timber Construction Char Rate Analysis

https://research.thinkwood.com/en/permalink/catalogue2387
Year of Publication
2020
Topic
Fire
Material
CLT (Cross-Laminated Timber)
Application
Floors
Walls

Encapsulated Mass Timber Construction - Cost Comparison Canada: Construction, Time & Maintenance Cost-Benefit Report

https://research.thinkwood.com/en/permalink/catalogue2359
Year of Publication
2017
Topic
Cost
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Columns
Floors
Organization
Hanscomb
Publisher
National Research Council Canada
Year of Publication
2017
Country of Publication
Canada
Format
Report
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Columns
Floors
Topic
Cost
Keywords
Encapsulated Mass Timber Construction
Building Code
Time
Construction Time
Construction Cost
Maintenance Cost
Cost-Benefit Analysis
Language
English
Research Status
Complete
Summary
The Task Group on Combustible Construction is in the process of evaluating a proposed code change request related to buildings of encapsulated mass timber construction (EMTC). As part of the analysis of the code change request, an impact analysis is required that includes a cost-benefit analysis. Hanscomb was hired to provide a cost-benefit analysis and to compare the estimated value of the following: 1. The cost of constructing a building of mass timber (unprotected) versus a building constructed of encapsulated mass timber (e.g. mass timber protected with a double layer of Type X gypsum board) versus a traditional concrete and steel building. 2. The time to build a building of mass timber construction (unprotected) versus a building of encapsulated mass timber construction versus a traditional concrete and steel building. 3. The annual maintenance costs of building of mass timber construction versus a building of encapsulated mass timber construction versus a traditional concrete and steel building. For the purposes of this study two sets of conceptual floor plans and elevations have been created: 1. A 12 storey building with a Group C major occupancy (residential) where each storey is 6,000 m2 in floor area. 2. A 12 storey building with a Group D major occupancy (office) where each storey is 7,200 m2 in floor area.
Online Access
Free
Resource Link
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Field Performance of Timber Bridges: A National Study

https://research.thinkwood.com/en/permalink/catalogue2127
Year of Publication
2013
Topic
Design and Systems
Serviceability
Material
Timber (unspecified)
Application
Bridges and Spans
Author
Brashaw, Brian
Wacker, James
Jalinoos, Frank
Year of Publication
2013
Country of Publication
United States
Format
Conference Paper
Material
Timber (unspecified)
Application
Bridges and Spans
Topic
Design and Systems
Serviceability
Keywords
Timber Construction
Inspection
Non-Destructive Evaluation
Service Life
Language
English
Conference
International Conference on Timber Bridges
Research Status
Complete
Online Access
Free
Resource Link
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Nail Laminated Timber Compartment Fire Tests

https://research.thinkwood.com/en/permalink/catalogue2165
Year of Publication
2019
Topic
Fire
Design and Systems
Material
NLT (Nail-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Rooms
Wood Building Systems

Ontario Wood Bridge Reference Guide

https://research.thinkwood.com/en/permalink/catalogue2132
Year of Publication
2017
Topic
Design and Systems
Material
Glulam (Glue-Laminated Timber)
Timber (unspecified)
Application
Bridges and Spans

Resistance Measurements to Find High Moisture Content Inclusions Adapted for Large Timber Bridge Cross-Sections

https://research.thinkwood.com/en/permalink/catalogue2130
Year of Publication
2017
Topic
Moisture
Material
Timber (unspecified)
Application
Bridges and Spans

Stiffness of Dowelled Steel-to-Timber Joints

https://research.thinkwood.com/en/permalink/catalogue1497
Year of Publication
2016
Topic
Mechanical Properties
Connections
Material
Glulam (Glue-Laminated Timber)
Application
General Application
Author
Xu, Bo-Han
Yuan, Dong-Wei
Bouchaïr, Abdelhamid
Racher, Patrick
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Connections
Keywords
Stiffness
Dowels
Steel-to-Timber
Joints
Tensile Load
Codes
National Design Specifications for Wood Construction (NDSR)
Eurocode
Grain Orientation
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 219-226
Summary
The mechanical behaviour of timber structures is significantly influenced by the stiffness, load-carrying capacity and ductility of the joints. This study is focused on the stiffness of dowelled steel-to-timber joints, which were subjected to tensile loadings at different orientations with regard to the grain direction (0°, 30°, 45°, 60° and 90°)...
Online Access
Free
Resource Link
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Systems in Timber Engineering: Loadbearing Structures and Component Layers

https://research.thinkwood.com/en/permalink/catalogue2115
Year of Publication
2008
Topic
Design and Systems
Material
Timber (unspecified)
Application
Wood Building Systems
General Application
Author
Kolb, Josef
Editor
Lignum - Holzwirtschaft Schweiz
DGfH - German Society of Wood Research
Publisher
Birkhäuser Basel
Year of Publication
2008
Country of Publication
Germany
Format
Book
Material
Timber (unspecified)
Application
Wood Building Systems
General Application
Topic
Design and Systems
Keywords
Load Bearing
Construction
Timber Construction
Timber Preservation
Building Systems
Loadbearing Structure
Language
English
Research Status
Complete
ISBN
978-3-7643-8689-4
ISSN
978-3-7643-8690-0
Summary
Timber construction has become completely modernized. It has gained considerably in market share with respect to competing building materials and is dominated by systems such as frame and solid timber construction. Every timber construction is determined by its structure. Hence it is essential to know the connections and relationships from the design stage right through to the construction phase. Systems in Timber Engineering takes a whole new approach to this subject. It is a comprehensive, analytical, and visually organized treatment, from the simple single-family house to the large-scale multistore structure. It includes the building envelope, which is so important for saving energy, and systems for ceilings and interior dividing walls, which are so essential from the vantage point of construction. This work uses plans, schematic drawings, and pictures to show the current and forward-looking state of the technology as applied in Switzerland, a leading country in the field of timber construction.
Online Access
Payment Required
Resource Link
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13 records – page 1 of 2.