Structural Behavior of Steel-Plate Girders in Shear: Experimental Study and Review of Current Design Principles

Author:

Scandella Claudio1,Neuenschwander Martin2,Mosalam Khalid M.3ORCID,Knobloch Markus4,Fontana Mario5

Affiliation:

1. Structural Engineer, Fanzun AG, Salvatorenstrasse 66, Chur CH-7000, Switzerland (corresponding author).

2. Postdoctoral Researcher, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, 325 Davis Hall, Berkeley, CA 94720.

3. Taisei Professor of Civil Engineering and Director of the Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, 723 Davis Hall, Berkeley, CA 94720. ORCID: .

4. Professor and Chair of Steel, Lightweight and Composite Structures, Dept. of Civil and Environmental Engineering, Ruhr-Universität Bochum, Universitätstraße 150, Bochum D-44801, Germany.

5. Professor Emeritus, Dept. of Civil, Environmental and Geomatic Engineering, ETH Zurich, Stefano-Franscini-Platz 5, Zurich CH-8093, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference30 articles.

1. Strength of plate girders in shear;Basler K.;J. Struct. Div.,1961

2. Welded constructional alloy steel plate girders;Cooper P. B.;J. Struct. Div.,1964

3. Collapse Behavior of Composite Plate Girders Loaded in Shear

4. der Avanessian N. G. V. 1983. “Ultimate strength of plate girders containing openings in webs.” Ph.D. thesis Dept. of Civil and Structural Engineering Univ. College Univ. of Wales.

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