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Analytical Model to Evaluate the Equivalent Viscous Damping of Timber Structures with Dowel-Type Fastener Connections

https://research.thinkwood.com/en/permalink/catalogue1893
Year of Publication
2012
Topic
Connections
Material
Timber (unspecified)
Application
Frames

Ductility Estimation for a Novel Timber–Steel Hybrid System

https://research.thinkwood.com/en/permalink/catalogue431
Year of Publication
2015
Topic
Seismic
Application
Hybrid Building Systems
Author
Xiaoyue Zhang
Michael Fairhurst
Thomas Tannert
Publisher
American Society of Civil Engineers
Year of Publication
2015
Country of Publication
United States
Format
Journal Article
Application
Hybrid Building Systems
Topic
Seismic
Keywords
Ductility Factor
FFTT
Finite Element Model
North America
Non-linear Dynamic Analysis
Timber-Steel Hybrid
Language
English
Research Status
Complete
Series
Journal of Structural Engineering
Abstract
In current force-based seismic design procedures, structures are allowed to behave inelastically during significant seismic events. For this reason, the applied design base shear of a structure is calculated by reducing the elastic strength demand by a d...
Online Access
Free
Resource Link
Less detail

Ductility Estimation for a Novel Timber-Steel-Hybrid System with Consideration of Uncertainty

https://research.thinkwood.com/en/permalink/catalogue389
Year of Publication
2015
Topic
Design and Systems
Seismic
Connections
Application
Hybrid Building Systems
Author
Xiaoyue Zhang
Michael Fairhurst
Kuldeep Kaushik
Thomas Tannert
Publisher
American Society of Civil Engineers
Year of Publication
2015
Country of Publication
United States
Format
Journal Article
Application
Hybrid Building Systems
Topic
Design and Systems
Seismic
Connections
Keywords
Ductility Factors
High-Rise
National Building Code of Canada
FFTT
Non-linear Dynamic Analysis
Lateral Load Resisting System
Timber-Steel Hybrid
Language
English
Research Status
Complete
Series
Structures Congress
Abstract
In the 2010 National Building Code of Canada (NRC 2010), certain structures can be designed for seismic loads using an equivalent static force procedure. In these provisions, elastic design forces are reduced by a ductility factor, Rd, which accounts fo...
Online Access
Free
Resource Link
Less detail

Lateral Load-Resisting System Using Mass Timber Panel for High-Rise Buildings

https://research.thinkwood.com/en/permalink/catalogue1221
Year of Publication
2017
Topic
Seismic
Wind
Design and Systems
Material
LSL (Laminated Strand Lumber)
Application
Shear Walls
Hybrid Building Systems