Cyclic Out-of-Plane Behavior of Slender Clay Brick Masonry Walls Seismically Strengthened Using Posttensioning-Reference-Cited by-同舟云学术

Cyclic Out-of-Plane Behavior of Slender Clay Brick Masonry Walls Seismically Strengthened Using Posttensioning

Published:2012-10 Issue:10 Volume:138 Page:1255-1266
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ismail Najif¹,Ingham Jason M.²

Affiliation:

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

2. Associate 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

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000565

Reference43 articles.

1. Load tests on post-tensioned masonry wall panels;Al-Manaseer A. A.;ACI Struct. J.,1987

2. ASCE. (2006). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41-06 Reston VA.

3. ASTM. (2002). “Standard test method for compressive strength of hydraulic cement mortar.” ASTM C109/C109M-02 West Conshohoken PA.

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