AN EXPERIMENTAL STUDY ON LOCAL BUCKLING ZONE OF BOX-SECTION STUB-COLUMNS SUBJECTED TO AXIAL COMPRESSION
Author:
Affiliation:
1. Dept. Of Architecture, Faculty of Engineering, Nagoya Institute of Technology
2. Dept. of Architecture, Faculty of Engineering, Aichi Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/62/493/62_KJ00004107056/_pdf
Reference6 articles.
1. 1) GALAMBOS T. V. Guide to Stability Design Criteria for Metal Structures. John Wiley & Sons. (1988)
2. 11) CLIMENHAGA J. Moment-Rotation Curves for Locally Buckling Beams. Journal of the Structural Division, ASCE. (1972) vol.98, no.ST6, p.1239-1254.
3. 15) IVANYI M. Steel Frame Stability. Stability Problems of Steel Structures. CISM. (1992) p.287-356.
4. 19) GIONCU V. Interaction between In-Plane and Out-of Plane Plastic Buckling of Wide-Flange Section Members. Proceedings of the Second International Conference on CIMS'96. (1996) p.273-281.
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