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

Author:

Eatherton Matthew R.1,O’Brien Patrick E.2,Samuel Easterling W.3

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Virginia Tech., 105D Patton Hall, Blacksburg, VA 24060 (corresponding author).

2. Assistant Project Manager, Building Envelope Consultants and Scientists LLC, 2400 Boston St., Suite 202-H, Baltimore, MD 21224.

3. Professor and Dean, Dept. of Civil and Environmental Engineering, Iowa State Univ., 4100 Marston Hall, Ames, IA 50011.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference37 articles.

1. Bagwell J. M. 2007. “Deep deck and cellular deck diaphragm strength and stiffness evaluation.” M.S. thesis Dept. of Civil Engineering Virginia Tech.

2. Bryan E. 1975. “Calculation of sheet steel diaphragms in the U.K. in research and developments in cold-formed steel design and construction.” In Proc. Int. Specialty Conf. on Cold-Formed Steel Structures 491–533. Rolla MO: Wei Wen Yu Center for Cold-Formed Steel Structures.

3. Seismic Evaluation of Low-Rise Reinforced Masonry Buildings with Flexible Diaphragms: I. Seismic and Quasi-Static Testing

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

5. Steel‐Deck‐Reinforced Concrete Diaphragms. I

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