Shake Table Testing and Modeling of New Zealand Light-Frame Wood Buildings

Author:

Francis Tom C.1ORCID,Sullivan Timothy J.2ORCID,Filiatrault André3

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Christchurch 8041, New Zealand. ORCID:

3. Professor, Structural Engineering, Univ. School for Advanced Studies IUSS Pavia, Pavia 27100, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference42 articles.

1. Blaney C. C. Cobeen A. Filiatrault D. P. Welch M. Stoner W. Pang and T. Vincent. 2018. “Vulnerability based seismic assessment and retrofit of one-and two-family dwellings (ATC-110 project).” In Proc. 11th National Conf. on Earthquake Engineering (11NCEE). Washington DC: National Center on Education and the Economy.

2. Performance of houses during the Christchurch earthquake of 22 February 2011

3. Shake table tests on a full-scale timber-frame building with gypsum fibre boards

4. Christovasilis, I. P., A. Filiatrault, and A. Wanitkorkul. 2009. Seismic testing of a full-scale two-story light-frame wood building: NEESWood benchmark test. New York: Multidisciplinary Center for Earthquake Engineering Research.

5. Cooney, R. C., and M. J. Collins. 1982. A wall bracing test and evaluation procedure. Auckland, New Zealand: Building Research Association of New Zealand.

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