Beam bending experiments of steel-concrete composite diaphragm wall to verify horizontal rigidity and strength

Kunito Sakai, Futoshi Katsuki, Noriyuki Hirosawa, Masataka Tatsuta

研究成果: Article査読

抄録

Steel diaphragm walls with very high horizontal rigidity, can be constructed by filling up the steel elements which forms strong joints with concrete. In order to design details of the horizontal bending rigidity it is necessary to understand quantitatively the behaviors and strengths of steel-concrete composite wall subjected to out-of-plane bending moment. For this reason, the experiments on the strength of some beam specimens subjected to out-of-plane bending moment have been carried out. The steel-concrete composite diaphragm walls can be designed as the bi-directional walls when horizontal joints of steel elements are welded. Although the steel-concrete composite diaphragm walls, when the horizontal joints are not welded, can be designed as the walls with high strengths, it is required to calculate the deformations.

本文言語English
ページ(範囲)85-94
ページ数10
ジャーナルDoboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers
501 pt 1-29
DOI
出版ステータスPublished - 1994
外部発表はい

ASJC Scopus subject areas

  • 工学一般

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