Abstract The analyses were performed on prestressed concrete frames subjected to reversed loading. The

variables include the ratio of the amount of prestressed concrete steel to that of total longitudinal

reinforcement and the ratio of the number of yield hinges at the column to that of total hinges in the

mechanism. On the basis of the results the effects of the variables on the hysteretic behavior of prestressed

concrete frames were clarified.

Key words Reversed loading , Prestressed concrete frames , Yield hinge , Hysteretic behavior

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〔論文〕

2

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〔論文〕

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〔論文〕

1 p 11 5 6 = 1 p = 1 3

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5 6

1)2009 8 pp.789-790

2)1996 2 No.480 pp.151-160

3) 19984)

pp.63-66 No.410 19905)

pp.731-732 2014

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〔論文〕