Multi-Storey Prestressed Timber Buildings in New Zealand-Reference-Cited by-同舟云学术

Multi-Storey Prestressed Timber Buildings in New Zealand

Published:2008-05 Issue:2 Volume:18 Page:166-173
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Buchanan Andy¹,Deam Bruce¹,Fragiacomo Massimo²,Pampanin Stefano¹,Palermo Alessandro³

Affiliation:

1. Univ. of Canterbury, Christchurch, New Zealand

2. Dept. of Archi. and Planning, Univ. of Sassari, Italy

3. Department of Struct. Eng., Politecnico di Milano, Italy

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686608784218635

Reference24 articles.

1. Fib, International Federation for Structural Concrete. Seismic Design of Precast Concrete Building Structures. Bulletin 27, Lausanne, 2003, 254.

2. Eurocode 8, EC8. Design of Structures for Earthquake Resistance, prEN 1998-1:2003. CEN, European Committee for Standardization: Brussels, 2003.

3. ACI T1.2-03. Special hybrid moment frames composed of discretely jointed precast and posttensioned concrete members (ACI T1.2-03) and commentary (ACI T1.2R-03). ACI Innovation Task Group 1 and Collaborators. American Concrete Institute Farmington Hills: Farmington Hills, 2003.

4. NZS 3101:2006. Appendix B: special provisions for the seismic design of ductile jointed precast concrete structural systems. Concrete Design Code. Standards New Zealand: Wellington, 2006.

5. Palermo A, Pampanin S, Buchanan AH, Newcombe M. Seismic design of multi-storey buildings using laminated veneer lumber. Proceedings of the 2005 New Zealand Society of Earthquake Engineering Conference, Wairakei, New Zealand, CD-ROM, 2005.

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