STRENGTH OF A COMPOSITE LONG COLUMN SUBJECTED TO ECCENTRIC AXIAL FORCE
Author:
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/63/514/63_KJ00004087379/_pdf
Reference6 articles.
1. 1) RODERICK J. W. Load Carrying Capa-city of Simple Composite Columns. Jour. Structural Div.. (1969) vol.95, no.S12, p.209-228.
2. N-M INTERACTION OF COMPOSITE BEAM-COLUMNS WITH ARBITRARY STEEL SECTIONS
3. 9) BASU A. K. Computation of Failure Loads of Composite Columns. Proceedings, Inst. Civil Engrs.. (1967) vol.36, p.557-578. doi:10.1680/iicep.1967.8536
4. 10) BASU A. K. A More Exact Computation of failure Loads of Composite Columns. Proceedings, Inst. Civil Engrs.. (1968) vol.40, p.37-60. doi:10.1680/iicep.1968.7719
5. 11) SHAKIR-KHALIL. Experimental Behavior of Concrete Filled Rolled Rectangular Hollow Section Columns. The Structural Engineer. (1989) vol.67, no.19, p.346-353.
Cited by 2 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. DESIGN FORMULA OF COMPOSITE BEAM-COLUMNS;Journal of Structural and Construction Engineering (Transactions of AIJ);1999
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