DESIGN EQUATIONS FOR DEFORMATION CAPACITY OF REINFORCED CONCRETE COLUMNS FAILING IN FLEXURE UNDER A CONSTANT AXIAL LOAD-Reference-Cited by-同舟云学术

DESIGN EQUATIONS FOR DEFORMATION CAPACITY OF REINFORCED CONCRETE COLUMNS FAILING IN FLEXURE UNDER A CONSTANT AXIAL LOAD

Published:2000 Issue:536 Volume:65 Page:129-134
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:

INAI Eiichi¹,HIRAISHI Hisahiro²,YAGENJI Akira³

Affiliation:

1. Perceptual & Science Design Eng, Faculty of Eng, Yamaguchi Univ.

2. The Center of Codes and Evaluation Research, Building Research Institute, Ministry of Construction

3. Nuclear Power Dept, Hazama Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/65/536/65_KJ00004101405/_pdf

Reference2 articles.

1. 35) INAI Eiichi. STRUCTURAL DESIGN CHARTS AND EQUATIONS OF DEFORMATION CAPACITY OF REINFORCED CONCRETE COLUMNS AFTER FLEXURAL YIELDING. Proceedings of 11th WCEE. (1996)

2. 37) SHIMAZU Takayuki. ON THE ULTIMATE VALUES OF DEFORMATION ANGLE FOR REINFORCED CONCRETE COLUMNS : Part 2 The Equations which are applicable for wider ranges of axial load level and more improved with regards to their accuracy. Transactions of the Architectural Institute of Japan.. 日本建築学会. (1982) no.312, p.18-27.

Cited by 5 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. SEISMIC STRENGTHENING EFFECT OF LOW STRENGTH CONCRETE R/C COLUMNS RETROFITTED BY VARIOUS METHODS;Journal of Structural and Construction Engineering (Transactions of AIJ);2007

2. EXPERIMENTAL STUDY ON EVALUATION OF DUCTILITY OF REINFORCED CONCRETE COLUMNS;Journal of Structural and Construction Engineering (Transactions of AIJ);2003

3. STRUCTURAL PERFORMANCE OF REINFORCED CONCRETE COLUMN WITH STEEL JACKETING;Journal of Structural and Construction Engineering (Transactions of AIJ);2003

4. DESIGN EQUATIONS FOR DEFORMATION CAPACITY OF REINFORCED CONCRETE COLUMNS FAILING IN FLEXURE(Structures);AIJ Journal of Technology and Design;2003

5. DEFORMATION CAPACITY OF REINFORCED CONCRETE COLUMNS FAILING IN FLEXURE CONSIDERING VARIATION OF AXIAL LOAD AND DESIGN EQUATIONS;Journal of Structural and Construction Engineering (Transactions of AIJ);2001