Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms-Reference-Cited by-同舟云学术

Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms

Published:2024-02 Issue:2 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Avellaneda-Ramirez R. E.¹,Eatherton M. R.²^ORCID,Easterling W. S.³,Schafer B. W.⁴^ORCID,Hajjar J. F.⁵

Affiliation:

1. Design Engineer, Magnusson Klemencic Associates, 1302 Fifth Ave., Suite 3200, Seattle, WA 98101.

2. Professor, Virginia Tech, 105A Patton Hall, Blacksburg, VA 24060 (corresponding author). ORCID: .

3. Dean, College of Engineering, Iowa State Univ., 4100 Marston Hall, Ames, IA 50011.

4. Professor, Dept. of Civil and Systems Engineering, John Hopkins Univ., 201P Latrobe Hall, Baltimore, MD 21218. ORCID:

5. Professor and Chair, Dept. of Civil and Environmental Engineering, Northeastern Univ., 400 Snell Engineering Center, Boston, MA 02115.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12556

Reference14 articles.

1. The diaphragm action of composite slabs;Davies J.;Proc. Inst. Civ. Eng.,1979

2. Dodd S. M. 1986. “Effect of edge fasteners on the seismic resistance of composite floor diaphragms.” M.Sc. thesis Dept. of Civil Engineering Iowa State Univ.

3. Steel‐Deck‐Reinforced Concrete Diaphragms. I

4. Steel‐Deck‐Reinforced Concrete Diaphragms. II

5. Examination of Ductility and Seismic Diaphragm Design Force-Reduction Factors for Steel Deck and Composite Diaphragms