内部損傷を有するRC柱部材の静的挙動に関する実験的研究 - 一方向および正負交番繰返し載荷の場合 -

ナイブ ソンショウ オ ユウスル RCハシラ ブザイ ノ セイテキ キョドウ ニ カンスル ジッケンテキ ケンキュウ イチホウコウ オヨビ セイフ コウバン クリカエシ サイカ ノ バアイ

Experimental Study on Static Behavior for Reinforced Concrete Column Members with Internal Lacks of Tied Bars - Case for Repeated Loading -

平澤, 征夫||ヒラサワ, イクオ||Hirasawa, Ikuo

岡本, 恒和||オカモト, ツネカズ||Okamoto, Tsunekazu

池田, 亮祐||イケダ, リョウスケ||Ikeda, Ryousuke

中島, 定一||ナカシマ, サダカズ||Nakashima, Sadakazu

永瀬, 亮輔||ナガセ, リョウスケ||Nagase, Ryousuke

中部大学工学部

中部大学工学部紀要 <XB12000017> 42巻 (2006.12)

21877408

09108629

中部大学工学部紀要

42

61-65

2006.12

Reinforced concrete, Column model, Repeated loading, Monotonical loading

The object of this study is to clarify the effects on the static behavior of small models with internal lacks of tied bars. Eight reinforced concrete column members were tested under two static loading methods. Four specimens were loaded under monotonical loading and four specimens were loaded under repeated loading. Experimental factors were the numbers of lacks of internal tied bars at column base. Experimental results show that the effects of repeated loading appear as the differences of yield behavior of column base in the case with one-cut-tied bar near footing.

2013.02.25

研究論文

Departmental Bulletin Paper

PDFファイル

publisher

中部大学