Development and Testing of an Alternative Dissipative Posttensioned Rocking Timber Wall with Boundary Columns

Author:

Sarti Francesco1,Palermo Alessandro2,Pampanin Stefano3

Affiliation:

1. Timber Research Engineer, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 8400, Christchurch 8140, New Zealand (corresponding author).

2. Associate Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 8400, Christchurch 8140, New Zealand.

3. Professor, Dept. of Civil and Natural Resources Engineering, Univ. of Canterbury, Private Bag 8400, Christchurch 8140, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference55 articles.

1. ACI. (2008). “Acceptance criteria for special unbonded post-tensioned precast structural walls based on validation testing and commentary: An ACI standard.” Farmington Hills MI.

2. Baird A. Smith T. Palermo A. and Pampanin S. (2014). “Experimental and numerical study of U-shaped flexural plate (UFP) dissipators.” New Zealand Society for Earthquake Engineering Annual Conf. New Zealand Society of Earthquake Engineering Wellington New Zealand.

3. Brown A. Lester J. Pampanin S. and Pietra D. (2012). “Pres-Lam in practice—A damage-limiting rebuild project.” New Zealand Society of Structural Engineers Conf. New Zealand Society of Earthquake Engineering Wellington New Zealand.

4. New Technologies for Construction of Medium-Rise Buildings in Seismic Regions: The XLAM Case

5. Ceccotti A. Follesa M. Lauriola M. P. and Sandhaas C. (2006a). “Sofie project—test results on the lateral resistance of cross-laminated wooden panels.” First European Conf. on Earthquake Engineering and Seismology Timber Scientific Publishing KIT Holzbau und Baukonstruktionen Karlsruhe Germany.

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