鉄筋コンクリ-ト造建物のひび割れ性状に関する研究〔英文〕
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概要
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The present work results from the observation of some crack patterns, which occurred in several construction elements of a reinforced concrete building located in the Sakurajima area. The following two studies were made: (I)-The crack patterns produced in the largest slab of second floor. The causes of the cracks in the slab were analyzed on the basis of four specific considerations of Japanese method of calculation (AIJ:Architectural Institute of Japan) and of German method of calculation (DIN), for reinforced concrete buildings: (a)-The thickness of the slab. (b)-A determination of the required area of steel, which was calculated from the bending moment of the slab. (c)-A comparison between the calculated fiber tensile stress of the concrete and the allowable tensile stress of concrete. (d)-Bond stress and shear stress. (II) -The crack patterns were caused by a differential subsidence of some foundation components.
- 鹿児島大学,カゴシマ ダイガク,Kagoshima Universityの論文
鹿児島大学,カゴシマ ダイガク,Kagoshima University | 論文
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