Assessment of Insulated Concrete Walls to Close-In Blast Demands-Reference-Cited by-同舟云学术

Assessment of Insulated Concrete Walls to Close-In Blast Demands

Author:

Naito Clay¹,Olmati Pierluigi²,Trasborg Patrick³,Davidson James⁴,Newberry Charles⁵

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., 13 E. Packer Ave., Bethlehem, PA 18015 (corresponding author).

2. Structural Engineer, Faculty of Engineering and Physical Sciences, Univ. of Surrey, Guildford GU2 7XH, U.K.

3. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Lehigh Univ., 13 E. Packer Ave., Bethlehem, PA 18015.

4. Professor, Dept. of Civil Engineering, Auburn Univ., 238 Harbert Engineering Center, Auburn, AL 36849-5337.

5. Research Civil Engineer, Jacobs Technology, 104 Research Rd. Building 9742, Panama City, FL 32403.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

Reference41 articles.

1. ASTM. (2010). “Standard specification for steel wire and welded wire reinforcement plain and deformed for concrete.” A1064 West Conshohocken PA.

2. ASTM. (2012a). “Standard specification for deformed and plain carbon-steel bars for concrete reinforcement.” A615 West Conshohocken PA.

3. ASTM. (2012b). “Standard test method for compressive strength of cylindrical concrete specimens.” C39 West Conshohocken PA.

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