FLEXURAL BEHAVIOR OF CONCRETE FILLED SQUARE STEEL TUBULAR COLUMNS USING HIGH STRENGTH MATERIALS-Reference-Cited by-同舟云学术

FLEXURAL BEHAVIOR OF CONCRETE FILLED SQUARE STEEL TUBULAR COLUMNS USING HIGH STRENGTH MATERIALS

Published:2003 Issue:567 Volume:68 Page:181-188
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:

NAKAHARA Hiroyuki¹,SAKINO Kenji²

Affiliation:

1. Dept. of Arch., Faculty of Engineering, Kagoshima Univ.

2. Dept. of Arch., Graduate School of Human-Environmental Studies, Kyushu Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

Reference7 articles.

1. 7) VARMA A. H. Experimental Studies of High Strength CFT Beam-Columns. Proceedings of Fifth PSSC, Seoul, Korea, 1998.10. (1998) vol.2, p.893-900.

2. 11) FURLONG R. W. Strength of Steel-Encased Concrete Beam-Columns. ASCE J. Struct. Div.. (1967) vol.93, no.ST5, p.113-124.

5. 14) ACI Committee 318. Building Code Requirements for Reinforced Concrete (ACI 318-89). American Concrete Institute. (1995)

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