A NUMERICAL METHOD FOR NONLINEAR ANALYSIS OF CONCRETE-FILLED TUBULAR COLUMNS

Author:

SHUGYO Minoru1,LI JianPin1

Affiliation:

1. Dept. of Structural Engineering, Faculty of Engineering, Nagasaki Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference10 articles.

1. 1) FURLONG R. W. Design of steel-encased concrete beam-columns. ASCE J. of Struct. Div.. (1968) vol.94, no.ST1, p.267-281.

2. 2) NEOGI P. K. Concrete-filled tubular steel columns under eccentric loading. The Structural Engineer. (1969) vol.47, no.5, p.187-195.

3. 3) KNOWLES R. B. Strength of Concrete Filled Steel Tubular Column. ASCE J. of Struct. Div.. (1969) vol.95, no.ST12, p.2565-2587.

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. ANALYSIS OF 3D STEEL FRAMES WITH H-COLUMNS BY A FIBERED PLASTIC HINGE METHOD;Journal of Structural and Construction Engineering (Transactions of AIJ);2005

2. COLLAPSE ANALYSIS OF CURVED STEEL I-BEAMS UTILIZING A SEMI-RIGID ELEMENT;Journal of Structural and Construction Engineering (Transactions of AIJ);2003

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