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Gregory G. Deierlein

Stanford University

367 Panama St

Stanford, CA 94305

United States

SCHOLARLY PAPERS

1

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32

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1

Scholarly Papers (1)

1.

Development-and-Validation of a Model to Calculate Full-Range Response of Bolted Angle Cleats

Number of pages: 39 Posted: 01 Nov 2024
Jingsheng Zhou, Shen Yan, Kim Rasmussen and Gregory G. Deierlein
University of Melbourne, Tongji University, The University of Sydney and Stanford University
Downloads 32 (1,290,922)
Citation 1

Abstract:

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Steel connection, Angle cleat, Full-range response, Generalised component method, Fracture