This report contains a collective summary of six long-term experiments being performed on post-tensioned LVL frames and walls at the University of Canterbury, University of Auckland and University Technology of Sydney from 2007 to 2012. Although some tests reported herein were before the formation of STIC (Structural Timber Innovation Company Ltd.) or did not come under the umbrella of STIC, most of the tests were funded by STIC. The purpose of this report is to provide an overview of the aforementioned long-term tests, report on important summarised findings and lessons, and provide current progress status. Where further details are required, the respective references should be sought
This paper describes the results of preliminary shaking table testing performed on a post-tensioned ...
The long-term behavior of unbonded posttensioned laminated veneer lumber (LVL) timber beams was inve...
To study the effect of wood creep on the long-term performance of prestressed glulam continuous beam...
The concept of post-tensioned timber structures has been developed and implemented since 2005. The t...
In 2005, the concept of post-tensioned timber joints, known as the ’Pres-Lam’ system, was firstly p...
The seismic performance of a two storey post-tensioned Laminated Veneer Lumber (LVL) building during...
The following paper presents the seismic performance of a two storey post-tensioned Laminated Veneer...
The scope of this paper is to highlight the advantages of using longitudinally post-tensioning for l...
Conference ABSTRACT: The following paper presents the seismic performance of a two storey post-tensi...
This paper describes the development of post-tensioned timber frames for multi-storey timber buildin...
A new structural system for multi-storey timber buildings has been developed over the last seven yea...
This paper presents a comprehensive serviceability investigation that commenced at the University of...
The following paper presents the seismic performance of a two storey post-tensioned Laminated Veneer...
Timber-framed shear walls are designed to resist the lateral loads on a building from wind and earth...
The following paper presents the seismic performance of a two storey post-tensioned Laminated Veneer...
This paper describes the results of preliminary shaking table testing performed on a post-tensioned ...
The long-term behavior of unbonded posttensioned laminated veneer lumber (LVL) timber beams was inve...
To study the effect of wood creep on the long-term performance of prestressed glulam continuous beam...
The concept of post-tensioned timber structures has been developed and implemented since 2005. The t...
In 2005, the concept of post-tensioned timber joints, known as the ’Pres-Lam’ system, was firstly p...
The seismic performance of a two storey post-tensioned Laminated Veneer Lumber (LVL) building during...
The following paper presents the seismic performance of a two storey post-tensioned Laminated Veneer...
The scope of this paper is to highlight the advantages of using longitudinally post-tensioning for l...
Conference ABSTRACT: The following paper presents the seismic performance of a two storey post-tensi...
This paper describes the development of post-tensioned timber frames for multi-storey timber buildin...
A new structural system for multi-storey timber buildings has been developed over the last seven yea...
This paper presents a comprehensive serviceability investigation that commenced at the University of...
The following paper presents the seismic performance of a two storey post-tensioned Laminated Veneer...
Timber-framed shear walls are designed to resist the lateral loads on a building from wind and earth...
The following paper presents the seismic performance of a two storey post-tensioned Laminated Veneer...
This paper describes the results of preliminary shaking table testing performed on a post-tensioned ...
The long-term behavior of unbonded posttensioned laminated veneer lumber (LVL) timber beams was inve...
To study the effect of wood creep on the long-term performance of prestressed glulam continuous beam...