Load-Deflection Analyses of Double Wythe Unreinforced Masonry Walls-Reference-Cited by-同舟云学术

Load-Deflection Analyses of Double Wythe Unreinforced Masonry Walls

Published:2001-09 Issue:9 Volume:127 Page:1101-1108
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sakr K. M.¹¹²³,Neis V. V.¹¹²³

Affiliation:

1. P.E.

2. Res. Engr., Dept. of Civ. Engrg., Univ. of Saskatchewan, 57 Campus Dr., Saskatoon, SK, Canada S7N 5A9. E-mail: kms340@engr.usask.ca

3. Prof. Emeritus, Dept. of Civ. Engrg., Univ. of Saskatchewan, 57 Campus Dr., Saskatoon, SK, Canada S7N 5A9. E-mail: neis@engr.usask.ca

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%290733-9445%282001%29127%3A9%281101%29

Reference16 articles.

1. American Concrete Institute (ACI) ASCE The Masonry Society. ( 1995a). . “Building code requirements for masonry structures.” ACI 530-95/ASCE 5-95/TMS 402-95 Detroit.

2. American Concrete Institute (ACI) ASCE TMS. ( 1995b). . “Specifications for masonry structures.” ACI 530.1-95/ASCE 6-95/TMS 602-95 Detroit.

3. Cranston W. B. and Roberts J. J. ( 1976). “The structural behavior of concrete masonry—Reinforced and unreinforced.” The Struct. Engr. London 54(11) 423–436.

4. DeSalvo G. J. and Swanson J. A. ( 1988). ANSYS engineering analysis system user's manual Swanson Analysis Systems Inc. Houston Pa.

5. Drysdale R. G. and Hamid A. A. ( 1983). “Capacity of concrete block masonry prisms under eccentric compressive loading.” ACI J. 80(2) 102–108.

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