Cyclic Experiments on Sidelap and Structural Connectors in Steel Deck Diaphragms-Reference-Cited by-同舟云学术

Cyclic Experiments on Sidelap and Structural Connectors in Steel Deck Diaphragms

Published:2021-04 Issue:4 Volume:147 Page:04021028
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Torabian S.¹^ORCID,Schafer B. W.²

Affiliation:

1. Senior Consulting Engineer, Simpson Gumpertz & Heger, 1625 Eye St., Suite 900, Washington, DC 20006; Associate Research Scientist, Dept. of Civil and System Engineering, Johns Hopkins Univ., 3400 Charles St., Baltimore, MD 21218; formerly, Senior Engineer, NBM Technologies Inc., Blacksburg, VA 24060 (corresponding author). ORCID: .

2. Willard and Lillian Hackerman Professor of Civil Engineering, Dept. of Civil and System Engineering, Johns Hopkins Univ., 3400 Charles St., Baltimore, MD 21218; Consulting Principal, Simpson Gumpertz & Heger, 1625 Eye St., Suite 900, Washington, DC 20006; formerly, Vice President and Principal, NBM Technologies Inc., Blacksburg, VA 24060.

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.0002981

Reference8 articles.

1. Guenfoud N. R. Tremblay and C. A. Rogers. 2010. “Arc-spot welds for multi-overlap roof deck panels.” In Proc. 20th Int. Specialty Conf. on Cold-Formed Steel Structures. Rolla MO: Missouri Univ. of Science and Technology.

2. Koliou M. 2014. “Seismic analysis and design of rigid wall: Flexible diaphragm structures.” Ph.D. dissertation Dept. of Civil Structural and Environmental Engineering Univ. at Buffalo State Univ. of New York.

3. Buildings with Rigid Walls and Flexible Roof Diaphragms. I: Evaluation of Current U.S. Seismic Provisions

4. Buildings with Rigid Walls and Flexible Roof Diaphragms. II: Evaluation of a New Seismic Design Approach Based on Distributed Diaphragm Yielding

5. Nonlinear Finite-Element Analysis Software Architecture Using Object Composition

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