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ArticleJ-GLOBAL ID:200902015685752688整理番号:91A0156159

高強度コンクリートを用いたRC柱に関する実験的研究 (その2) 帯筋と曲げ変形性能の関係

Experimental study on reinforced concrete columns using high strength concrete. Part 2. Relation of flexural behavior and lateral reinforcements.

著者:日比純一(東大 大学院)、境有紀(東大 大学院)、小谷俊介(東大 工)・・・
資料名:日本建築学会学術講演梗概集C 構造2 巻:1990 ページ:833-834
発行年:1990年09月
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