Time-Dependent Prestress Losses in Historic Clay Brick Masonry Walls Seismically Strengthened Using Unbonded Posttensioning-Reference-Cited by-同舟云学术

Time-Dependent Prestress Losses in Historic Clay Brick Masonry Walls Seismically Strengthened Using Unbonded Posttensioning

Published:2013-06 Issue:6 Volume:25 Page:718-725
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ismail Najif¹,Ingham Jason M.²

Affiliation:

1. Senior Lecturer, School of Architecture Building and Engineering, Otago Polytechnic, Private Bag 1910, Dunedin 9054, New Zealand (corresponding author).

2. 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

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000541

Reference27 articles.

1. Anand S. C. and Bhatia N. (1996). “Prestress loss due to creep in post-tensioned clay masonry.” 1996 CCMS of the ASCE Symp. in Conjunction with Structures Congress XIV ASCE New York 49–60.

2. Numerical Modeling of Creep in Composite Masonry Walls

3. ASTM. (2010). “Standard test method for measurement of masonry flexural bond strength.” C1072-10 West Conshohoken PA.

4. ASTM. (2011a). “Standard test method for compressive strength of hydraulic cement mortars.” C109-11 West Conshohoken PA.

5. ASTM. (2011b). “Standard test method for compressive strength of masonry prisms.” C1314-11 West Conshohoken PA.

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