CYCLIC CHARACTERISTICS OF THIN WEB PLATE AFTER SHEAR BUCKLING
Author:
Affiliation:
1. Dept. of Architecture and Building Engineering, Graduate School of Science and Engineering, Tokyo Institute of Technology
2. Graduate School, Tokyo Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/72/612/72_KJ00004525261/_pdf
Reference9 articles.
1. 1) KUHN Paul. Strength Analysis of Stiffened Beam Webs. NACA. (1947)
2. 2) BASLER Konrad. Strength of Plate Girders in Shear. Journal of the Structural Division. (1961) vol.87, no.ST7, p.151-180.
3. 4) GALAMBOS Theodore V. Guide to Stability Design Criteria for Metal Structures. (1998)
4. 9) ROBERTS T. M. Hysteretic Characteristics of Unstiffened Plate Shear Panels. Thin-Walled Structures. (1991) vol.12, p.145-162.
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