DEFORMATION CAPACITY OF REINFORCED CONCRETE COLUMNS FAILING IN FLEXURE CONSIDERING VARIATION OF AXIAL LOAD AND DESIGN EQUATIONS
Author:
Affiliation:
1. Perceptual & Science Design Eng., Faculty of Eng., Yamaguchi Univ.
2. Dept. of Architecture, School of Science and Technology, Meiji Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/66/545/66_KJ00004102358/_pdf
Reference3 articles.
1. 7) INAI Eiichi. A METHOD FOR EVALUATING DEFORMATION CAPACITY OF EXTERIOR R/C COLUMNS AFTER FLEXURAL YIELDING. Proceedings of 12th WCEE. (2000) vol.Paper No.1823,
2. DESIGN EQUATIONS FOR DEFORMATION CAPACITY OF REINFORCED CONCRETE COLUMNS FAILING IN FLEXURE UNDER A CONSTANT AXIAL LOAD
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