Modeling Concrete Masonry Walls Subjected to Explosive Loads-Reference-Cited by-同舟云学术

Modeling Concrete Masonry Walls Subjected to Explosive Loads

Published:2004-09 Issue:9 Volume:130 Page:1098-1106
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Eamon Christopher D.¹,Baylot James T.²,O’Daniel James L.³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering Mississippi State Univ., Starkville, MS 39762-9546.

2. Research Structural Engineer, U.S. Army Engineering Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180.

3. Research Structural Engineer, U.S. Army Engineering Research and Development Center, 3903 Halls Ferry Rd., Vicksburg, MS 39180.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282004%29130%3A9%281098%29

Reference17 articles.

1. American Concrete Institute (ACI). (1995a). “Building code requirements for structural concrete.” ACI318-95 Detroit.

2. American Concrete Institute (ACI). (1995b). “Building code requirements for masonry structures.” ACI530-95/ASCE 5-95/TMS 402-95 Detroit.

3. American Society for Testing and Materials (ASTM). (1989). “Standard specification for mortar for unit masonry.” ASTMC-270-89 West Conshohocken Pa.

4. Baylot J. T. Woodson S. C. O’Daniel J. L. and Bullock W. (2001). “Analysis and retrofit of CMU Walls.” Proc. 2001 ASCE Structures Congress Washington D.C.

5. Beall C. (1993). Masonry design and detailing McGraw-Hill New York.

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