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41 records – page 1 of 5.

CLT Infill Panels in Steel Moment Resisting Frames as a Hybrid Seismic Force Resisting System

https://research.thinkwood.com/en/permalink/catalogue107
Year of Publication
2013
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems

CLT – Steel Hybridization in Mid-Rise Systems as a Seismic Resisting System

https://research.thinkwood.com/en/permalink/catalogue1590
Year of Publication
2013
Topic
Connections
Design and Systems
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems

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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Comparison of the Seismic Performance of Different Hybrid Timber-Steel Frame Configurations

https://research.thinkwood.com/en/permalink/catalogue1775
Year of Publication
2016
Topic
Seismic
Design and Systems
Application
Hybrid Building Systems
Shear Walls
Author
Jose Alberto Marin
Minjuan He
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Application
Hybrid Building Systems
Shear Walls
Topic
Seismic
Design and Systems
Keywords
Finite Element Model
Timber-Steel Hybrid
Deformation
Lateral Loading
Abaqus
Displacement
Inter-Story Drift
Diaphragm
Language
English
Conference / Proceeding
2016 World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 5401-5408
Abstract
This paper presents a finite element modeling case study of three different designs of hybrid timber-steel 6-story buildings. One of the buildings is composed by steel frames and timber diaphragms while the other two cases consist of the initial design with timber shear walls added in different dispositions, one with outer walls and the other...
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Connections for Steel–Timber Hybrid Prefabricated Buildings. Part I: Experimental Tests

https://research.thinkwood.com/en/permalink/catalogue77
Year of Publication
2016
Topic
Connections
Material
CLT (Cross-Laminated Timber)
Application
Floors
Shear Walls
Frames
Author
Cristiano Loss
Maurizio Piazza
Riccardo Zandonini
Publisher
ScienceDirect
Year of Publication
2016
Country of Publication
Netherlands
Resource Type
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Floors
Shear Walls
Frames
Topic
Connections
Keywords
Prefabrication
Testing
Timber-Steel Hybrid
Language
English
Series
Construction and Building Materials
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Connections for Steel–Timber Hybrid Prefabricated Buildings. Part II: Innovative Modular Structures

https://research.thinkwood.com/en/permalink/catalogue798
Year of Publication
2016
Topic
Seismic
Design and Systems
Application
Floors
Shear Walls
Hybrid Building Systems

Conventional and Novel Timber Steel Hybrid Connections: Testing, Performance and Assessment

https://research.thinkwood.com/en/permalink/catalogue187
Year of Publication
2015
Topic
Connections
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems

Development of Steel-Wood Hybrid Systems for Buildings Under Dynamic Loads

https://research.thinkwood.com/en/permalink/catalogue845
Year of Publication
2012
Topic
Seismic
Design and Systems
Serviceability
Application
Hybrid Building Systems
Author
Siegfried Stiemer
Solomon Tesfamariam
Erol Karacabeyli
Marjan Popovski
Year of Publication
2012
Country of Publication
Chile
Resource Type
Conference Paper
Application
Hybrid Building Systems
Topic
Seismic
Design and Systems
Serviceability
Keywords
Dynamic Loads
Timber-Steel Hybrid
Strength
Language
English
Conference / Proceeding
International Specialty Conference on Behaviour of Steel Structures in Seismic Areas
Notes
January 9-11, 2012, Santiago, Chile
Online Access
Free
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Direct Displacement Based Design of A Novel Hybrid Structure: Steel Moment-Resisting Frames with Cross Laminated Timber Infill Walls

https://research.thinkwood.com/en/permalink/catalogue15
Year of Publication
2015
Topic
Design and Systems
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Erol Karacabeyli
Matiyas Bezabeh
Siegfried Stiemer
Solomon Tesfamariam
Publisher
Earthquake Engineering Research Institute
Year of Publication
2015
Country of Publication
United States
Resource Type
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Design and Systems
Seismic
Keywords
Timber-Steel Hybrid
Panels
Nonlinear Time History Analysis
Language
English
Series
Earthquake Spectra
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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
Resource Type
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
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...
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41 records – page 1 of 5.