種別 Paper
主題 MODELING FOR BUCKLING OF REINFORCEMENT CONCRETE PIER
副題
筆頭著者 Somnuk TANGTERMSIRIKUL
連名者1 Hiroshi SHIMA
連名者2  
連名者3  
連名者4  
連名者5  
キーワード
9
2
先頭ページ 681
末尾ページ 686
年度 1987
要旨 ABSTRACT
Deformational capacity of reinforced concrete pier undergoing reversed cyclic loading was studied by carrying out experimental work of modeled piers. It was observed that for specimens which failed in bending, buckling of the reinforcement induced degradation of the load carrying capacity. A model to predict the buckling point in the load-deformation historic curve of the modeled piers was proposed. Buckling point in the load-deformation historic curve posed to occur when the compressive stress of the reinforcement at the compressive side of the pier section exceeds the buckling stress as well as the main crack at the footing top is open. In the analysis, the parameters such as concrete strength, steel strength, size of reinforcement and stirrup interval can be taken into account.
PDFファイル名 009-01-2117.pdf


検索結果へ戻る】 【検索画面へ戻る