Performance of Posttensioned Seismic Retrofit of Two Stone Masonry Buildings during the Canterbury Earthquakes-Reference-Cited by-同舟云学术

Performance of Posttensioned Seismic Retrofit of Two Stone Masonry Buildings during the Canterbury Earthquakes

Published:2015-08 Issue:4 Volume:29 Page:04014111
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Bailey Sara¹,Dizhur Dmytro²,Trowsdale John³,Griffith Michael⁴,Ingham Jason M.⁵

Affiliation:

1. Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1142, New Zealand (corresponding author).

2. Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1142, New Zealand.

3. Arts Centre Project Director, Holmes Consulting Group, P.O. Box 6718, Christchurch 8442, New Zealand.

4. Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide 5005, Australia.

5. Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1142, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000603

Reference32 articles.

1. Post-tensioned masonry: The positive effects of stress;Bean Popehn J. R.;Masonry Constr. World Masonry,2007

2. Behavior of Slender, Posttensioned Masonry Walls under Transverse Loading

3. Ground Motion and Seismic Source Aspects of the Canterbury Earthquake Sequence

4. Building Act 2004. (2004). “Department of building and housing—Te Tari Kaupapa Whare.” Ministry of Economic Development Wellington New Zealand.

5. Canterbury Earthquakes Royal Commission. (2011). “Interim report.” 〈http://canterbury.royalcommission.govt.nz/〉 (Jan. 2013).

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