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22 records – page 1 of 2.

Preventing Seismic Damage to Floors in Post-Tensioned Timber Frame Buildings

https://research.thinkwood.com/en/permalink/catalogue1851
Year of Publication
2018
Topic
Design and Systems
Seismic
Material
LVL (Laminated Veneer Lumber)
Application
Columns
Beams
Frames
Floors

Shaking Table Testing of a Multi-Storey Post-Tensioned Glulam Building: Preliminary Experimental Results

https://research.thinkwood.com/en/permalink/catalogue1854
Year of Publication
2018
Topic
Seismic
Design and Systems
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Beams
Columns

Seismic Performance of Post-Tensioned Moment-Resisting Portal Frames

https://research.thinkwood.com/en/permalink/catalogue1973
Year of Publication
2018
Topic
Seismic
Design and Systems
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Wood Building Systems

Post-Tensioned Mass Timber Systems

https://research.thinkwood.com/en/permalink/catalogue1256
Year of Publication
2017
Topic
Design and Systems
Seismic
Application
Frames
Shear Walls
Author
Asif Iqbal
Marjan Popovski
Organization
Structures Congress
Publisher
American Society of Civil Engineers
Year of Publication
2017
Country of Publication
United States
Resource Type
Conference Paper
Application
Frames
Shear Walls
Topic
Design and Systems
Seismic
Keywords
North America
New Zealand
Post-Tensioning Cables
Post-Tensioned
Multi-Story
Lateral Load Resisting Systems
High Seismic Regions
Language
English
Conference / Proceeding
Structures Congress 2017
Notes
April 6–8, 2017, Denver, Colorado
Abstract
A new type of mass timber structural system has been developed in New Zealand over the last decade. Timber members made of engineered wood products are used in combination with post-tensioning cables to produce highly efficient structural components suitable for multi-story moment resisting frames or shear wall-based lateral load resisting systems...
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Higher Mode Effects in Multi-Storey Timber Buildings with Varying Diaphragm Flexibility

https://research.thinkwood.com/en/permalink/catalogue1480
Year of Publication
2017
Topic
Seismic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Frames
Walls
Author
Daniel Moroder
Francesco Sarti
Stefano Pampanin
Tobias Smith
Andrew Buchanan
Year of Publication
2017
Country of Publication
New Zealand
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Frames
Walls
Topic
Seismic
Mechanical Properties
Keywords
Nonlinear Time History Analysis
Higher Mode Effects
Stiffness
Diaphragms
Inter-Story Drift
Language
English
Conference / Proceeding
New Zealand Society for Earthquake Engineering Conference
Notes
April 27-29, 2017, Wellington, New Zealand
Abstract
With the increasing acceptance and popularity of multi-storey timber buildings up to 10 storeys and beyond, the influence of higher mode effects and diaphragm stiffness cannot be overlooked in design. Due to the lower stiffness of timber lateral load resisting systems compared with traditional construction materials, the effect...
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Design of a "Mass-Timber" Building with Different Seismic Bracing Technologies

https://research.thinkwood.com/en/permalink/catalogue1900
Year of Publication
2017
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Wood Building Systems
Frames
Author
Giulio Fini
Luca Pozza
Cristiano Loss
Thomas Tannert
Publisher
ANIDIS Earthquake Engineering in Italy
Year of Publication
2017
Country of Publication
Italy
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Wood Building Systems
Frames
Topic
Seismic
Keywords
Timber Frames
Prefabrication
Seismic Performance
Language
English
Conference / Proceeding
17th ANIDIS Conference
Notes
September 17-21, 2017, Pistoia, Italy
ISBN
978-886741-8541
ISSN
2532-120X
Online Access
Free
Resource Link
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Development of Assembling Large Cross-Section Timber Joint System by High Ductility Wood Frame Structure

https://research.thinkwood.com/en/permalink/catalogue1565
Year of Publication
2016
Topic
Connections
Seismic
Material
LVL (Laminated Veneer Lumber)
Application
Frames
Author
Shinya Matsumoto
Hajime Okamoto
Mitsuhiro Takemoto
Masanori Sato
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
Frames
Topic
Connections
Seismic
Keywords
Joints
Fiber Reinforced Plastics
Ductility
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 1580-1587
Abstract
We propose the high productivity timber joint system based on combining the medium-sized wood lumber as assembly large cross-section member. In general, the wood frame structures are required high ductility performance. In this study, the surfaces of the member joints are covered with fiber reinforced plastics (FRP) to...
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Development of a Heavy Timber Moment-Resisting Frame with Ductile Steel Links

https://research.thinkwood.com/en/permalink/catalogue1657
Year of Publication
2016
Topic
Connections
Mechanical Properties
Seismic
Material
Solid-sawn Heavy Timber
Application
Frames
Author
Ryan Gohlich
Jeffrey Erochko
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
Solid-sawn Heavy Timber
Application
Frames
Topic
Connections
Mechanical Properties
Seismic
Keywords
Mid-Rise
Self-Tapping Screws
Moment-Resisting
Strength
Stiffness
Ductility
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 3571-3580
Abstract
To improve the seismic performance of mid-rise heavy timber moment-resisting frames, a hybrid timber-steel moment-resisting connection was developed that incorporates specially detailed replaceable steel yielding link elements fastened to timber beams and columns using self-tapping screws (STS). Performance of the connection was...
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Lateral Testing of Glued Laminated Timber Tudor Arch

https://research.thinkwood.com/en/permalink/catalogue1722
Year of Publication
2016
Topic
Seismic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Arches
Author
Douglas Rammer
Philip Line
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Arches
Topic
Seismic
Mechanical Properties
Keywords
Full Scale
Lateral Load
Damping
Deformation
Failure Modes
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 4638-4646
Abstract
Glued laminated timber Tudor arches have been in wide use in the United States since the 1930s, but detailed knowledge related to seismic design in modern U.S. building codes is lacking. FEMA P-695 (P-695) is a methodology to determine seismic performance factors for a seismic force resisting system. A limited P-695 study for...
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Dynamic Evaluation of Hybrid Timber-Steel Moment-Frame Structure Using Resilient Slip Friction Connections

https://research.thinkwood.com/en/permalink/catalogue1756
Year of Publication
2016
Topic
Connections
Seismic
Mechanical Properties
Material
Steel-Timber Composite
Application
Frames
Author
Armin Valadbeigi
Pouyan Zarnani
Pierre Quenneville
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
Steel-Timber Composite
Application
Frames
Topic
Connections
Seismic
Mechanical Properties
Keywords
Resilient Slip Friction Joint
Damping
Base Shear
Displacement
Acceleration
Self-Centering
Moment-Resisting
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 5031-5040
Abstract
This study introduces a new resilient slip friction joint for framed hybrid structures. The proposed connection has a self-centring behaviour in addition to damping characteristic. This innovative Resilient Slip Friction (RSF) joint is replaced with the conventional beam to column connections. The RSF joint provides energy dissipation...
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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...
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Free
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A Study on Portal Frame Structure with Combined Column for Timber Building

https://research.thinkwood.com/en/permalink/catalogue1761
Year of Publication
2016
Topic
Mechanical Properties
Seismic
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Author
Katsuhiko Kohara
Masaru Inada
Kentaro Hoshiai
Masaru Tabata
Mitsuo Fukumoto
Kazuyoshi Komoto
Minoru Takimoto
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Topic
Mechanical Properties
Seismic
Keywords
Shearing Tests
Joints
Bending Tests
Static Loading Tests
Seismic Performance
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 5173-5182
Abstract
Our research team developed a portal frame structure with the combined columns that made with the glued-laminated timbers (GLT) for general large scale office, store or school. As preliminary examination, the examinations of the joints and the materials were conducted. The 2 specimens of 2 specifications were conducted the...
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Development of CLT Panels Bond-in Method for Seismic Retrofitting of RC Frame Structure

https://research.thinkwood.com/en/permalink/catalogue1860
Year of Publication
2016
Topic
Seismic
Design and Systems
Material
CLT (Cross-Laminated Timber)
Application
Walls
Frames
Author
Ryota Haba
Akihisa Kitamori
Takuro Mori
Takeshi Fukuhara
Takaaki Kurihara
Hiroshi Isoda
Publisher
J-STAGE
Year of Publication
2016
Country of Publication
Japan
Resource Type
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Walls
Frames
Topic
Seismic
Design and Systems
Keywords
Retrofit
Earthquake
Panels
Adhesive
Bonding
Language
Japanese
Series
Journal of Structural and Construction Engineering: Transactions of AIJ
Online Access
Free
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Development and Testing of an Alternative Dissipative Posttensioned Rocking Timber Wall with Boundary Columns

https://research.thinkwood.com/en/permalink/catalogue1884
Year of Publication
2016
Topic
Seismic
Design and Systems
Application
Frames
Walls
Author
Francesco Sarti
Alessandro Palermo
Stefano Pampanin
Publisher
American Society of Civil Engineers
Year of Publication
2016
Country of Publication
United States
Resource Type
Journal Article
Application
Frames
Walls
Topic
Seismic
Design and Systems
Keywords
Pres-Lam
Prestress
Post-Tensioning
Displacement
Seismic Performance
Column-Wall-Column
Language
English
Series
Journal of Structural Engineering
Online Access
Payment Required
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Experimental Study of the Lateral Resistance of Bolted Glulam Timber Post and Beam Structural Systems

https://research.thinkwood.com/en/permalink/catalogue452
Year of Publication
2015
Topic
Connections
Mechanical Properties
Seismic
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Shear Walls
Author
Haibei Xiong
Yingyang Liu
Publisher
American Society of Civil Engineers
Year of Publication
2015
Country of Publication
United States
Resource Type
Journal Article
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Shear Walls
Topic
Connections
Mechanical Properties
Seismic
Keywords
Cyclic Tests
Monotonic Test
Lateral Resistance
Post and Beam
Language
English
Series
Journal of Structural Engineering
Abstract
To study the lateral resistance of bolted glued-laminated (glulam) timber post and beam structures, two monotonic tests and eight cyclic tests were performed on full-scale, one-story, one-bay timber post and beam construction specimens. Four laterally st...
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Lateral Behaviour and Direct Displacement Based Design of a Novel Hybrid Structure: Cross Laminated Timber Infilled Steel Moment Resisting Frames

https://research.thinkwood.com/en/permalink/catalogue175
Year of Publication
2014
Topic
Design and Systems
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Frames

Seismic Analysis of Three-Hinge Glulam Tudor Arches Using the FEMA P-695 Methodology

https://research.thinkwood.com/en/permalink/catalogue693
Year of Publication
2014
Topic
Seismic
Material
Glulam (Glue-Laminated Timber)
Application
Arches
Author
Finley Charney
Jonathan Eberle
Philip Line
Vladimir Kochkin
Year of Publication
2014
Country of Publication
Canada
Resource Type
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Arches
Topic
Seismic
Keywords
Maximum Considered Earthquake
Seismic Response Modification Factor
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 10-14, 2014, Quebec City, Canada
Abstract
This paper discusses the determination of the ASCE 7 seismic response modification factor R for three-hinge glulam Tudor arches. In an attempt to meet this objective, a limited application of the methods and procedures outlined in FEMA P-695 were used to...
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Post-Tensioned Timber Frames with Supplemental Damping Devices

https://research.thinkwood.com/en/permalink/catalogue1150
Year of Publication
2014
Topic
Seismic
Material
Glulam (Glue-Laminated Timber)
Application
Frames

Seismic Design of Timber Buildings with a Direct Displacement-Based Design Method

https://research.thinkwood.com/en/permalink/catalogue1904
Year of Publication
2013
Topic
Seismic
Design and Systems
Material
Light Frame (Lumber+Panels)
Timber (unspecified)
Application
Frames
Wood Building Systems

Seismic Performance of a Post-Tensioned LVL Building Subjected to the Canterbury Earthquake Sequence

https://research.thinkwood.com/en/permalink/catalogue157
Year of Publication
2012
Topic
Seismic
Material
LVL (Laminated Veneer Lumber)
Application
Frames
Walls
Wood Building Systems
Author
Tobias Smith
David Carradine
Stefano Pampanin
Rocco Ditommaso
Felice Carlo Ponzo
Year of Publication
2012
Country of Publication
New Zealand
Resource Type
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
Frames
Walls
Wood Building Systems
Topic
Seismic
Keywords
Post-Tensioning
Quasi-Static
Dynamic
Language
English
Conference / Proceeding
New Zealand Society for Earthquake Engineering Conference
Notes
April 13-15, 2012, Christchurch, New Zealand
Abstract
The following paper presents the seismic performance of a two storey post-tensioned Laminated Veneer Lumber (LVL) building during the aftershock sequence following the MW 6.3 Canterbury earthquake that occurred on 22nd February 2011...
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22 records – page 1 of 2.