Shake Table Testing of Posttensioned Concrete Masonry Walls with Openings

Author:

Wight Gavin D.123,Kowalsky Mervyn J.123,Ingham Jason M.123

Affiliation:

1. Design Engineer, VSL Australia Pty. Ltd., Locked Bag 102, Pennant Hills, NSW 2120, Australia (corresponding author). E-mail: gwight@vsl-australia.com.au

2. Associate Professor, Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Box 7908, Raleigh, NC 27695-7908. E-mail: kowalsky@ncsu.edu

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland, New Zealand. E-mail: j.ingham@auckland.ac.nz

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference12 articles.

1. ASTM. (2005). “Standard specification for mortar for unit masonry.” ASTM C270-05 Philadelphia.

2. Post-tensioned masonry around the world;Ganz H. R.;Concr. Int.,2003

3. Tests of one-story prestressed brickwork shear walls;Hinkley A. T.;N. Z. Eng.,1966

4. Structural testing of single-storey post-tensioned concrete masonry walls;Laursen P. T.;Masonry Soc. J.,2001

5. Structural testing of enhanced post-tensioned concrete masonry walls;Laursen P. T.;ACI Struct. J.,2004

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