The Elastic Buckling Coefficient of a Rectangular Longitudinally Profiled (LP) Steel Plate with All Edges Simply‐supported
Author:
Affiliation:
1. Dept. of Civil Engineering Tsinghua University Haidian District Beijing China
2. Dept. of product Research & Development Angang Steel Company Limited Tiedong District Anshan China
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1522
Reference14 articles.
1. Longitudinally profiled plate cut costs;Richter K;Join Mater.,1988
2. Current world‐wide trends in the use of modern steel plates for bridge constructions;Falko S;Steel Bridge,2004
3. Design development of steel-concrete composite bridges in France
4. Innovative Use of Profiled Steel Plates for Seismic Structural Performance
5. Special Heavy Plates and Steel Solutions for Bridge Building;Lehnert Tobias;Materials Science and Engineering,2017
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