Experimental Resistance and Available Ductility of Steel-Plate Composite Walls in One-Way Bending-Reference-Cited by-同舟云学术

Experimental Resistance and Available Ductility of Steel-Plate Composite Walls in One-Way Bending

Published:2017-04 Issue:4 Volume:143 Page:04016222
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bruhl Jakob C.¹^ORCID,Varma Amit H.²

Affiliation:

1. Assistant Professor, Dept. of Civil and Mechanical Engineering, United States Military Academy, West Point, NY 10996 (corresponding author). ORCID: .

2. Professor, Lyles School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907.

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%29ST.1943-541X.0001714

Reference29 articles.

1. AISC. (2015). “Specification for safety-related steel structures for nuclear facilities including supplement No. 1.” ANSI/AISC N690s1-15 Chicago.

2. Bhardwaj S. R. Varma A. H. and Al-Shawaf T. (2015). “Outline of specification for composite SC walls in nuclear facilities.” Structures Congress 2015 ASCE Reston VA.

3. Bruhl J. C. (2015). “Behavior and design of steel-plate composite (SC) walls for blast loads.” Purdue Univ. West Lafayette IN.

4. Static resistance function for steel-plate composite (SC) walls subject to impactive loading

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