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9 records – page 1 of 1.

CLT-Steel Hybrid System: Ductility and Overstrength Values Based on Static Pushover Analysis

https://research.thinkwood.com/en/permalink/catalogue447
Year of Publication
2014
Topic
Design and Systems
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
Author
Carla Dickof
Siegfried Stiemer
Matiyas Bezabeh
Solomon Tesfamariam
Publisher
American Society of Civil Engineers
Year of Publication
2014
Country of Publication
United States
Resource Type
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
Topic
Design and Systems
Mechanical Properties
Keywords
Ductility
Overstrength
Timber-Steel Hybrid
Drift Capacity
Post-Peak Behavior
Pushover Test
Language
English
Series
Journal of Performance of Constructed Facilities
Abstract
A timber-steel hybrid system, where cross-laminated timber (CLT) shear panels are used as infill in steel moment resisting frames, is analytically investigated. The proposed hybrid system combines ductile behavior of steel moment frame with lighter and s...
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Ductility and Overstrength of Dowelled LVL and CLT Connections Under Cyclic Loading

https://research.thinkwood.com/en/permalink/catalogue1504
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
LVL (Laminated Veneer Lumber)
Application
General Application
Author
Lisa-Mareike Ottenhaus
Minghao Li
Tobias Smith
Pierre Quenneville
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
LVL (Laminated Veneer Lumber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Ductility
Overstrength
Cyclic Loading
Monotonic Loading
Dowels
Ductile Failure
Brittle Failure
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 325-333
Abstract
This paper presents an experimental study on ductility and overstrength of dowelled connections. Connection ductility and overstrength derived from monotonic testing are often used in timber connection design in the context of seismic loading, based on the assumption that these properties are similar under monotonic and cyclic loading...
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Force Based Design Guideline for Timber-Steel Hybrid Structures: Steel Moment Resisting Frames with CLT Infill Walls

https://research.thinkwood.com/en/permalink/catalogue83
Year of Publication
2017
Topic
Design and Systems
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Solomon Tesfamariam
Siegfried Stiemer
Matiyas Bezabeh
Caleb Goertz
Marjan Popovski
Katsuichiro Goda
Organization
University of British Columbia
Year of Publication
2017
Country of Publication
Canada
Resource Type
Report
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Design and Systems
Seismic
Keywords
Overstrength
Ductility
National Building Code of Canada
Timber-Steel Hybrid
Office Buildings
Residential Buildings
Language
English
Abstract
Provincial code changes have been made to allow construction of light wood-frame buildings up to 6 storeys in order to satisfy the urban housing demand in western Canadian cities. It started in 2009 when the BC Building Code was amended to increase the h...
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Free
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On Estimating the Seismic Displacement Capacity of Timber Portal-Frames

https://research.thinkwood.com/en/permalink/catalogue1892
Year of Publication
2013
Topic
Seismic
Material
Timber (unspecified)
Application
Wood Building Systems
Author
Cristiano Loss
Daniele Zonta
Maurizio Piazza
Publisher
Taylor&Francis Online
Year of Publication
2013
Country of Publication
United Kingdom
Resource Type
Journal Article
Material
Timber (unspecified)
Application
Wood Building Systems
Topic
Seismic
Keywords
Dowel-Type Joints
Earthquake
Overstrength
Displacement-Based Design
Moment Resisting Joints
Monte Carlo Model
Pushover Test
Language
English
Series
Journal of Earthquake Engineering
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Overstrength of Dowelled CLT Connections Under Monotonic and Cyclic Loading

https://research.thinkwood.com/en/permalink/catalogue1385
Year of Publication
2018
Topic
Connections
Mechanical Properties
Seismic
Material
CLT (Cross-Laminated Timber)
Application
General Application

Overview of a Project to Quantify Seismic Performance Factors for Cross Laminated Timber Structures in the United States

https://research.thinkwood.com/en/permalink/catalogue761
Year of Publication
2014
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
M. Omar Amini
John van de Lindt
Shiling Pei
Douglas Rammer
Philip Line
Marjan Popovski
Publisher
Springer, Dordrecht
Year of Publication
2014
Country of Publication
Netherlands
Resource Type
Book Section
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Seismic
Keywords
US
FEMA
Collapse Margin Ratio
Seismic Performance Factors
Response Modification Factor
Overstrength Factor
Deflection Amplication Factor
Language
English
Series
Materials and Joints in Timber Structures
ISBN
978-94-007-7811-5
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Seismic Base Shear Modification Factors for Timber-Steel Hybrid Structure: Collapse Risk Assessment Approach

https://research.thinkwood.com/en/permalink/catalogue1241
Year of Publication
2017
Topic
Seismic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
Author
Matiyas Bezabeh
Solomon Tesfamariam
Marjan Popovski
Katsu Goda
Siegfried Stiemer
Publisher
American Society of Civil Engineers
Year of Publication
2017
Country of Publication
United States
Resource Type
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
Topic
Seismic
Mechanical Properties
Keywords
Canada
Timber-Steel Hybrid
Overstrength
Force Modification Factors
Collapse Risk Assessment Approach
Adjusted Collapse Margin Ratios
Language
English
Series
Journal of Structural Engineering
Abstract
In this paper, to supplement the Canadian building code for a timber-steel hybrid structure, over-strength, and ductility-related force modification factors are developed and validated using a collapse risk assessment approach. The hybrid structure incorporates cross-laminated timber (CLT) infill walls within steel moment resisting frames...
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Seismic Base Shear Modification Factors for Timber-Steel Hybrid Structure: Steel Moment Resisting Frames with CLT Infill Walls

https://research.thinkwood.com/en/permalink/catalogue1723
Year of Publication
2016
Topic
Seismic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
Author
Matiyas Bezabeh
Solomon Tesfamariam
Marjan Popovski
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
Topic
Seismic
Mechanical Properties
Keywords
Timber-Steel Hybrid
Overstrength
Ductility
Force Modification Factors
Nonlinear Pushover Analysis
Adjusted Collapse Margin Ratios
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 4647-4654
Abstract
In this paper, over-strength and ductility-related force modification factors are developed and validated using a collapse risk assessment approach for a timber-steel hybrid structure. The hybrid structure incorporates Cross Laminated Timber (CLT) infill walls within steel moment resisting frames. Following the FEMA P695 procedure...
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Wood-Steel Hybrid Seismic Force Resisting Systems: Seismic Ductility

https://research.thinkwood.com/en/permalink/catalogue330
Year of Publication
2012
Topic
Design and Systems
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
Author
Carla Dickof
Siegfried Stiemer
Solomon Tesfamariam
Year of Publication
2012
Country of Publication
New Zealand
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
Topic
Design and Systems
Keywords
Timber-Steel Hybrid
Overstrength
Ductility
Stiffness
Seismic Force Resisting System
Pushover Response
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
July 15-19, 2012, Auckland, New Zealand
Abstract
North American building codes currently provide strict limits on height of wood structures, where for example, in Canada wood structures are limited to 4 or 5 storeys. This paper examines wood-steel hybrid system to increase seismic force resistance beyo...
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9 records – page 1 of 1.