New Zealand Experience - Colorado School of Minesneesclt.mines.edu/content/ppt5.pdf · New Zealand...
Transcript of New Zealand Experience - Colorado School of Minesneesclt.mines.edu/content/ppt5.pdf · New Zealand...
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New Zealand ExperienceAsif Iqbal
BRANZ, Wellington
Workshop on Engineering Resilient Tall CLT Buildings in Seismic Regions
January 24, 2014
Seattle WA
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Presentation Summary
• Contents
• Introduction and prospects of wide-spread applications in the region
• Break out discussion
• Social Needs and cost effectiveness
• Performance Expectations
• Engineering Challenges
• Key words
• Innovative applications, Market acceptance
Presentation 1: NEES-CLT Project Overview (15min)
Presentation 2: CLT for Northwest U.S. (30min)
Presentation 3: Development in Canada (30min)
Coffee break
Presentation 4: Performance requirements and codify
efforts (30min)
Presentation 5: New Zealand Experiences (30min)
Coffee break
Presentation 6: Resilient system concepts (35min)
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Feasibility of New Zealand CLT
Re: Fortune & Quenneville (2007)• Successfully fabricated
• Typical failure patterns
• Predictable MoE values
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Initial Tests at UoC
• Characteristic flexural properties
• Compressive strength
Re: Millen & Carradine (2010)
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PRES-Lam Walls
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PRES-Lam Walls in Applications
Courtesy: Opus Consultants and Michael Newcombe
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Christchurch Earthquake: Building Collapse
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Christchurch Earthquake: Shear Wall Failure
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Christchurch Earthquake: Stairs Unseating
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Christchurch Earthquake: Engineered Wood Structure
Courtesy: Andy Buchanan
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Rebuilding Christchurch: with Wood
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Re-building Christchurch: St Elmo Courts
Rick Proko Architects, Ruamoko Engineers
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St Elmo Courts: Composite Structure
Rick Proko Architects, Ruamoko Engineers
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Rick Proko Architects, Ruamoko Engineers
St Elmo Court: Wood-Concrete Frame
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Christchurch Rebuild: Merritt Building
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Merritt Building: Structure
Courtesy: Andy Buchanan
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Merritt Building: Structure
Courtesy: Andy Buchanan
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Christchurch Rebuild: Merritt Building
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CLT Core: High Seismicity Option
Courtesy: Andrew Dunbar
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CLT Core: Low Seismicity Option
Courtesy: Andrew Dunbar
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CLT Core: Test Specimens (UoC)
Courtesy: Andrew Dunbar
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CLT Core: Sample Plots
Courtesy: Andrew Dunbar
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CLT Manufacture in NZ: The Beginning
Courtesy: XLam NZ
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CLT manufacture in NZ: Tests
Courtesy: XLam NZ
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CLT manufacture in NZ: Technical Reference
Re: XLam NZ
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CLT manufacture in NZ: First CLT Floor
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Kaikoura District Council Building
Museum, library, council offices, Kaikoura DC
All timber. No concrete. Post-tensioned CLT walls.
Courtesy: Andy Buchanan
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Post-tensioned CLT walls for all lateral loads
Kaikoura District Council Building
Courtesy: Andy Buchanan
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CLT in Australia: Docklands Library and Community Centre
Courtesy: City of Melbourne
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CLT in Australia: Forte Melbourne
Courtesy: Lend Lease
CLT imported from Europe (KLH)
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• Potential New Manufacturers: European
• Potentially more New Zealand manufacturers
• FWPAA Publications: CLT Design Guide, Life Cycle Assessment
• Expansion of Market: Asia, Middle East
CLT in Australasia: Latest Thoughts
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SCION-BRANZ Study (2013) on CLT in NZ
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SCION-BRANZ Study (2013) on CLT in NZ
• Estimated annual demand 38000m3 (2012)
• Projected annual demand 46000m3 (2018)
• Additional 750m3 for 1% market penetration, 1500m3 in non-cost effective solutions
• Cost competitive for non-residential buildings
• Concentrated around Auckland and Christchurch
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SCION-BRANZ Study (2013) on CLT in NZ
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Other BRANZ Research involving CLT
• Better building construction
• Improvement in quality and productivity
• Innovation: new materials and techniques
• Strategies and industry transformation
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New BRANZ Research Project on CLT
• New 3-yr long project initiated
• Scoping and market study in the 1st phase
• New developments and testing in 2nd phase
• Particular attention on connection details
• Guidelines and knowledge transfer through 2nd and 3rd phase
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UoA Initiative
• Optimization of hygrothermal performance of CLT
• Experimental investigation and numerical modelling
• To determine manufacturing methods that can reduce the adverse effects
• To determine best practice procedures for on-site protection
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Summary
• Progress has been made and further prospects lie ahead
• Research findings and case studies have confirmed the potential
• Recent experiences with concrete buildings is a significant factor
• Key issues for CLT implementation: acceptance within the engineering community, compilation and dissemination of knowledge
• Technically attractive, commercial competitiveness yet to be tested
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Acknowledgement
• University of Canterbury, BRANZ, XLam NZ Ltd
• Many thanks to ARUP Local Office for providing the venue and organizing assistants to this workshop.
• The workshop is supported by National Science Foundation under George E. Brown Jr. Network for Earthquake Engineering Simulation Research (NEESR) Program. (Awards CMMI: 1344617; 1344646; 1344798; 1344590; 1344621). The financial support is greatly appreciated. The views and conclusions resulted from the workshop does not reflect the view of the sponsors.
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Questions