Multi-Storey Prestressed Timber Buildings in New Zealand

This paper describes recent research and development of a new system for multi-storey prestressed timber buildings in New Zealand. The new system gives opportunities for much greater use of timber and engineered wood products in large buildings, using innovative technologies for creating high-quality buildings with large open spaces, excellent living and working environments, and resistance to hazards such as earthquakes, fires and extreme weather events.

[1]  Alessandro Palermo,et al.  Innovative seismic solutions for multi-storey LVL timber buildings , 2006 .

[2]  Massimo Fragiacomo,et al.  Performance of connections for prefabricated timber–concrete composite floors , 2008 .

[3]  Naohito Kawai,et al.  Which seismic behaviour factor for multi-storey buildings made of cross-laminated wooden panels? , 2006 .

[4]  Sri Sritharan,et al.  Preliminary results and conclusions from the PRESSS five-story precast concrete test Building , 1999 .

[5]  Stefano Pampanin,et al.  Emerging Solutions for High Seismic Performance of Precast/Prestressed Concrete Buildings , 2005 .

[6]  Alessandro Palermo,et al.  Seismic design of multi-storey buildings using Laminated Veneer Lumber (LVL) , 2005 .

[7]  Can Timber Buildings Help Reduce Global CO2 Emissions? , 2006 .

[8]  Lorenzo Macorini,et al.  Short- and long-term performance of the “Tecnaria” stud connector for timber-concrete composite beams , 2007 .

[9]  Eric P. Steinberg,et al.  Connectors for Timber–Lightweight Concrete Composite Structures , 2003 .

[10]  Alessandro Palermo,et al.  Code provisions for seismic design of multi-storey post-tensioned timber buildings , 2006 .

[11]  Alessandro Palermo,et al.  Improved seismic performance of LVL post-tensioned walls coupled with UFP devices , 2007 .

[12]  George Dodd,et al.  Forest and Wood Products Australia Project PN04.2005: maximising impact sound resistance of timber framed floor/ceiling systems , 2007 .

[13]  Ario Ceccotti,et al.  Timber–concrete composite structures , 1995 .

[14]  M. Fragiacomo,et al.  Experimental Behavior of Prestressed LVL-Concrete Composite Beams , 2008 .

[15]  Alessandro Palermo,et al.  Seismic response of hybrid-LVL coupled walls under quasi-static and pseudo-dynamic testing , 2007 .

[16]  Leander A. Bathon Hurricane proof buildings – An innovative solution using prefabricated modular wood-concrete-composite elements , 2006 .

[17]  Massimo Fragiacomo,et al.  Connections for composite concrete slab and LVL flooring systems , 2008 .

[18]  A. Buchanan,et al.  Experimental investigations on LVL seismic resistant wall and frame subassemblies , 2006 .

[19]  M. J. N. Priestley,et al.  The PRESSS program : Current status and proposed plans for phase III , 1996 .

[20]  Julius Natterer,et al.  Investigation of Notched Composite Wood–Concrete Connections , 2004 .

[21]  R. P. Johnson,et al.  General rules and rules for buildings , 2004 .