Behavior of Interlocking Grouted Stabilized Sand–Fly Ash Brick Masonry under Uniaxial Cyclic Compressive Loading-Reference-Cited by-同舟云学术

Behavior of Interlocking Grouted Stabilized Sand–Fly Ash Brick Masonry under Uniaxial Cyclic Compressive Loading

Published:2007-11 Issue:11 Volume:19 Page:947-956
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Nazar Maqsud E.¹²,Sinha S. N.¹²

Affiliation:

1. Research Scholar, Civil Engineering Dept., Indian Institute of Technology, Delhi, New Delhi 110016, India. E-mail: maqsudenazar@rediffmail.com

2. Professor, Civil Engineering Dept., Indian Institute of Technology, Delhi, New Delhi 110016, India (corresponding author). E-mail: snsinha@civiliitd.ernet.in

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%290899-1561%282007%2919%3A11%28947%29

Reference17 articles.

1. Abrams D. Noland J. and Atkinson R. (1985). “Response of clay unit masonry to repeated compressive forces.” Proc. 7th Int. Brick Masonry Conf. Melbourne Australia 565–576.

2. Stress-Strain Characteristics of Brick Masonry under Uniaxial Cyclic Loading

3. Allen H. (1973). “Effect of direction loading on compressive strength of brick masonry.” Proc. 3rd Int. Brick Masonry Conf. 98–105.

4. Chen S. W. J. Hidalgo P. A. Mayes R. L. Clough R. W. and McNiven H. D. (1978). “Cyclic loading test of masonry single piers. Volume 2—Height to width ratio 1.” EERC Rep. No. 78/28 Envir. Engrs. Res. Council Univ. of California Berkley Calif.

5. Cyclic compressive loading response of brick masonry;Choubey U. B.;J. Masonry Int.,1991

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