Response of 1/4-Scale Concrete Masonry Unit (CMU) Walls to Blast-Reference-Cited by-同舟云学术

Response of 1/4-Scale Concrete Masonry Unit (CMU) Walls to Blast

Published:2002-02 Issue:2 Volume:128 Page:134-142
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Dennis Scott T.¹,Baylot James T.²,Woodson Stanley C.²

Affiliation:

1. Associate Professor of Engineering Mechanics, Headquarters, USAFA/DFEM, 2354 Fairchild Dr., Suite 6H2, U.S. Air Force Academy, CO 80840.

2. Research Structural Engineer, U.S. Army Engineer Research and Development Center, Waterways Experiment Station, 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%282002%29128%3A2%28134%29

Reference18 articles.

1. ASCE. (1995). “Building code requirements for masonry structures.” ACI 530-95/ASCE 5-95/TMS 402-95 New York.

2. ASTM. (1989). “Standard specification for mortar for unit masonry.” ASTM C-270-89 West Conshohocken Pa.

3. Beall C. (1993). “Mortar and grout” and “Cementitious masonry units.” Masonry design and detailing McGraw-Hill New York.

4. Bogosian D. D. (1997). “Validation of component vulnerability curves for unfilled masonry walls and steel joists.” Rep. TR-96-30.2 Karagozian & Case Glendale Calif.

5. Coltharp D. and Yerushalmi Y. (1997). “Blast strengthening methods for masonry in-fill walls: Full scale high explosive experiments of five story building.” Shock and Vibration ’97 SAVIAC Falls Church Va.

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