Skip header and navigation

10 records – page 1 of 1.

Adaptation of Advanced High R-Factor Bracing Systems into Heavy Timber Frames

https://research.thinkwood.com/en/permalink/catalogue1760
Year of Publication
2016
Topic
Seismic
Design and Systems
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Author
Colin Gilbert
Jeffrey Erochko
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Topic
Seismic
Design and Systems
Mechanical Properties
Keywords
Quasi-Static
Cyclic Testing
Ductility
Damping Devices
R-factors
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 5068-5077
Abstract
Timber provides attractive earthquake performance characteristics for regions of high seismic risk, particularly its high strength-to-weight ratio; however, current timber structural systems are associated with relatively low design force reduction factors due to their low inherent ductility when compared to high-performance concrete and steel...
Online Access
Free
Resource Link
Less detail

Analysis of the Timber-Concrete Composite Systems with Ductile Connection

https://research.thinkwood.com/en/permalink/catalogue113
Year of Publication
2013
Topic
Mechanical Properties
Material
Timber-Concrete Composite
Application
General Application

An Innovative Hybrid Timber Structure in Japan: Beam-to-Beam Moment Resisting Connection

https://research.thinkwood.com/en/permalink/catalogue1581
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Author
Shigeharu Kusumoto
Shinichi Shioya
Ryosuke Kawabe
Kotaro Inomoto
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Topic
Connections
Mechanical Properties
Keywords
Steel Bars
Epoxy
Beam-to-Beam
Four Point Bending Test
Short-term
Long-term
Ductility
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 17911798
Abstract
Hybrid composite glulam timber reinforced using deformed steel bars and epoxy resin adhesive (RGTSB), was significantly developed in Kagoshima University. In this paper, a beam-to-beam connection for RGTSB and experimental data on the connection are presented...
Online Access
Free
Resource Link
Less detail

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
Resource Type
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 / Proceeding
World Conference on Timber Engineering
Notes
August 20-23, 2018, Seoul, Republic of Korea
Online Access
Free
Resource Link
Less detail

Assessment and Comparison of Experimental and Numerical Model Studies of Cross-Laminated Timber Mechanical Connections Under Cyclic Loading

https://research.thinkwood.com/en/permalink/catalogue473
Year of Publication
2015
Topic
Connections
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems

Assessment of Disproportionate Collapse for Multi Storey Cross Laminated Timber Buildings

https://research.thinkwood.com/en/permalink/catalogue1664
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Hercend Mpidi Bita
Neil Currie
Thomas Tannert
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Connections
Mechanical Properties
Keywords
Rotational Stiffness
Multi-Storey
Ductility
Loading
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 3725-3733
Abstract
This paper investigates the risk of disproportionate collapse following extreme loading events. The methodology mimics a sudden removal of a loadbearing wall of a twelve-storey CLT building. The ductility-demand from the dynamic simulation is checked against the ductility supplied by the structural components and their connections...
Online Access
Free
Resource Link
Less detail

Bending Tests on Timber-Concrete Composite Members Made of Beech Laminated Veneer Lumber with Notched Connection

https://research.thinkwood.com/en/permalink/catalogue1349
Year of Publication
2017
Topic
Mechanical Properties
Material
Timber-Concrete Composite
LVL (Laminated Veneer Lumber)
Application
General Application

Carbon Fiber and Structural Timber Composites for Engineering and Construction

https://research.thinkwood.com/en/permalink/catalogue1224
Year of Publication
2018
Topic
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Columns
Author
Anastasia Globa
Mahbube Subhani
Jules Moloney
Riyadh Al-Ameri
Publisher
American Society of Civil Engineers
Year of Publication
2018
Country of Publication
United States
Resource Type
Journal Article
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Columns
Topic
Mechanical Properties
Keywords
CFRP
Load Carrying Capacity
Ductility
Stiffness
Failure Mode
Beam-Column Joint
Language
English
Series
Journal of Architectural Engineering
Abstract
There are environmental and potential economic advantages in using laminated veneer lumber (LVL) for building structures, but load-carrying capacity constrains uptake. Building on previous work in the field, the authors test the strategic placement of carbon fiber–reinforced polymer (CFRP) to improve the flexural strength of timber beams, investigating both...
Online Access
Payment Required
Resource Link
Less detail

Connections for Stackable Heavy Timber Modules in Midrise to Tall Wood Buildings

https://research.thinkwood.com/en/permalink/catalogue2087
Year of Publication
2019
Topic
Connections
Design and Systems
Seismic
Material
LVL (Laminated Veneer Lumber)
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Chao Zhang
George Lee
Frank Lam
Organization
University of British Columbia
Year of Publication
2019
Country of Publication
Canada
Resource Type
Report
Material
LVL (Laminated Veneer Lumber)
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Connections
Design and Systems
Seismic
Keywords
Modular
Intra-module Connection
Inter-module Vertical Connection
Inter-module horizontal Connection
Mid-Rise
Tall Wood
Screws
Load Transfer
Steel Angle Bracket
Stiffness
Strength
Ductility
Language
English
Abstract
In Phase I (2018-19) of this project on Prefabricated Heavy Timber Modular Construction, three major types of connections used in a stackable modular building were studied: intramodule connection, inter-module vertical connection, and inter-module horizontal connection. The load requirement and major design criteria were identified...
Online Access
Free
Resource Link
Less detail

Cross-Laminated Timber Connections Assembled with a Combination of Screws in Withdrawal and Screws in Shear

https://research.thinkwood.com/en/permalink/catalogue1287
Year of Publication
2018
Topic
Connections
Seismic
Material
CLT (Cross-Laminated Timber)
Application
General Application

10 records – page 1 of 1.