STRUCTURAL PERFORMANCE AND AXIAL LOAD LIMIT OF CONCRETE FILLED STEEL SQUARE TUBULAR COLUMNS-Reference-Cited by-同舟云学术

STRUCTURAL PERFORMANCE AND AXIAL LOAD LIMIT OF CONCRETE FILLED STEEL SQUARE TUBULAR COLUMNS

Published:1998 Issue:504 Volume:63 Page:103-110
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:

MATSUI Chiaki¹,TSUDA Keigo¹,YAMAJI Yujiro²,FUJINAGA Takashi¹

Affiliation:

1. Dept. of Architecture, Kyushu Univ.

2. MHS Planner Architects & Engineers

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/63/504/63_KJ00004107178/_pdf

Reference2 articles.

1. 6) HAYASHI N. Shear-Flexural Behavior of Concrete-Filled Square Steel Tubular Columns using High-Strength Materials. Proc. of 4th Pacific Structural Steel Conference, Singapore. (1995) p.13-20.

2. Analytical Study on the Stability Limit Axial Force of SRC Beam-Column Under Repeated Loading

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