Uniaxial Compressive Strength and Stiffness of Field-Extracted and Laboratory-Constructed Masonry Prisms-Reference-Cited by-同舟云学术

Uniaxial Compressive Strength and Stiffness of Field-Extracted and Laboratory-Constructed Masonry Prisms

Published:2014-04 Issue:4 Volume:26 Page:567-575
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Lumantarna Ronald¹,Biggs David T.²,Ingham Jason M.³

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1010, New Zealand (corresponding author).

2. Principal, Biggs Consulting Engineering, Troy, NY 12180.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1010, 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.1943-5533.0000731

Reference30 articles.

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2. ASTM. (1997). “Standard test method for Young’s modulus tangent modulus and chord modulus.” E111-97 West Conshohocken PA.

3. ASTM. (2003a). “Standard test method for compressive strength of masonry prisms.” C1314-03b West Conshohocken PA.

4. ASTM. (2003b). “Standard test methods for sampling and testing brick and structural clay tile.” C67-03a West Conshohocken PA.

5. ASTM. (2008a). “Standard specification for mortar for unit masonry.” C270-08a West Conshohocken PA.

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