Experimental Investigation and Numerical Modeling of Peak Shear Stress of Brick Masonry Mortar Joint under Compression-Reference-Cited by-同舟云学术

Experimental Investigation and Numerical Modeling of Peak Shear Stress of Brick Masonry Mortar Joint under Compression

Published:2014-09 Issue:9 Volume:26 Page:04014061
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Rahman Ataur¹,Ueda Tamon²

Affiliation:

1. Civil Engineer, Ph.D. Research Student, Graduate School of Engineering, Hokkaido Univ., Kita-ku, Sapporo 060-8628, Japan (corresponding author).

2. Professor, Graduate School of Engineering, Hokkaido Univ., Kita-ku, Sapporo 060-8628, Japan.

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.1943-5533.0000958

Reference32 articles.

1. Experimental investigations of the joint-mortar behaviour

2. Armaanidis V. I. (1998). “A model for the shear strength of rough rock discontinuities under low normal stress.” M.Sc. dissertation School of Civil Engineering and Geosciences Univ. of Newcastle Upon Tyne U.K.

3. Arya S. K. and Hegemier G. A. (1978). “On nonlinear response prediction of concrete masonry assemblies.” Proc. North American Masonry Conf. Masonry Society Boulder CO 19.1–19.24.

4. ASCE. (2003). “Handbook for the seismic evaluation of buildings.” ASCE 31-03 Building Seismic Safety Council for Federal Emergency Management Agency Washington DC.

5. ASTM. (2007a). “Standard specification for mortar for unit masonry.” C 270 West Conshohocken PA.

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