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- W2777875557 abstract "Analytical method to evaluate bond deterioration process in reinforced concrete members described in the part 1 of this report was applied to the pullout problems of beam reinforcements in cruciform beam-column joint specimens subjected to seismic loading. The details of analyzed specimens are almost the same except followings. A-D-F-specimen-column width is 30 cm (19 d ; d : Diameter of beam bar. ) C-specimen-column width is 30 cm, but beam longitudinal bars of the column width portion were induction heat-treated to prevent yielding. N-specimen-column width is 45 cm (28 d). 0-specimen-column width is 60 cm (37. 5 d). Moment-rotation characteristics of beam end hinges, pallouts of beamreinforcements, dislributions of bond stress-slip, steel stress-strain, concrete stress-strain, histories of steel strain and energy absorbing characteristics were discussed." @default.
- W2777875557 created "2018-01-05" @default.
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- W2777875557 date "1986-01-01" @default.
- W2777875557 modified "2023-10-04" @default.
- W2777875557 title "ANALYSIS OF BOND DETERIORATION PROCESS IN REINFORCED CONCRETE MEMBERS : Part 2 Analysis of pullouts beam reinforcements in cruciform beam-column joint specimens subjected to seismic loading" @default.
- W2777875557 doi "https://doi.org/10.3130/aijsx.360.0_132" @default.
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