APPROXIMATE ANALYSIS ON THE STRENGTH OF A COMPOSITE BEAM-COLUMN SUBJECTED TO NON-SYMMETRIC BENDING-Reference-Cited by-同舟云学术

APPROXIMATE ANALYSIS ON THE STRENGTH OF A COMPOSITE BEAM-COLUMN SUBJECTED TO NON-SYMMETRIC BENDING

Published:2002 Issue:557 Volume:67 Page:175-180
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

SHIBATA Michio¹

Affiliation:

1. Dept. of Architecture, Faculty of Engineering, Setsunan Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/67/557/67_KJ00004075904/_pdf

Reference11 articles.

1. 1) RODERICK J. W. Load Carrying Capacity of Simple Composite Columns. Jour. Structural Div. ASCE. (1969) vol.95, no.ST2, p.209-228.

2. 2) SHAKIR-KHALIL HR. Experimental Behavior of Concrete Filled Rolled Rectangular Hollow Section Columns. The Structural Engineer. (1989) vol.67, no.19, p.346-353.

3. 4) BLEICH F. Buckling Strength of Metal Structures. McGraw Hill. (1952) p.25-41.

4. 5) BONDALE D. S. Column Theory with Special Reference to Composite Columns. The Consulting engineer. (1966) vol.30, no.7, p.72-77.

5. 6) BLEICH F. Column Theory with Special Reference to Composite Columns. The Consulting Engineer. (1966) vol.8, p.43-48.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. STRENGTH OF A COMPOSITE BEAM-COLUMN SUBJECTED TO NON-SYMMETRIC OR BI-DIRECTIONAL BENDING;Journal of Structural and Construction Engineering (Transactions of AIJ);2004

2. LONG COLUMN EFFECT OF A COMPOSITE BEAM-COLUMN SUBJECTED TO NON-SYMMETRIC BENDING;Journal of Structural and Construction Engineering (Transactions of AIJ);2003

3. APPROXIMATE ANALYSIS ON THE STRENGTH OF A COMPOSITE BEAM-COLUMN SUBJECTED TO BI-DIRECTIONAL BENDING;Journal of Structural and Construction Engineering (Transactions of AIJ);2003